SIlic 39, it ii\ii Xtbniru
ZX'orth (Carnliita ^tatc College
TP927 ♦«•
P7
I
S00601527 L
THIS BOOK IS DUE ON THE DATE
INDICATED BELOW AND IS SUB-
JECT TO AN OVERDUE FINE AS
POSTED AT THE CIRCULAilPION
DESK. /^
APR 1 B 1984
OCT 1 01984
APR - 9 1986
Digitized by tine Internet Arcliive
in 2010 witli funding from
NCSU Libraries
littp://www.arcliive.org/details/practicalbricktiOOdobs
)iiiL:»^2. «
iC
■'H
1
!
i
4*.
*
[[
RNAMENTAL BRICKWORK.
-V". 43, St. Martin's Lane, London.
TRE PRACTICAL
BRICK AND TILE BOOK
COMPRISINO
I.— A RUDIMENTARY TREATISE ON
BRICK AND TILE MAKING
By EDWARD DOBSON, A.I.C.E., M.I.B.A.
II.— THE RUDIMENTS OF
PRACTICAL BRICKLAYING
By ADAM HAMMOND
iii.-BRICKWORK
A PRACTICAL TREATISE ON
BRICKLAYING, CUTTING, AND SETTING
By F. WALKER
. smith ohtx %^o ISttuireb ani) Stbtxxt^ iiiustratwns
LONDON
CROSBY LOCKWOOD AND CO.
7, STATIONERS' HALL COURT, LUDQATE HILL
^^
THE
PRACTICAL BRICK AND TILE BOOK
PART I.
A RUDIMENTARY TREATISE ON
BRICK AND TILE MAKING
By EDWAED DOBSON, A.I.C.E., etc.
\ Q> "o O
A RUDIMENTARY TREATISE
ON THE MAXUfACTt'RE OF
BRICKS AND TILES
CONTAINING AN OUTLINE OF THE
PRINCIPLES OF BRICKMAKING
By EDWARD DOBSON, A.I.C.E., M.I.BA.
AUTnOR OP "the art op BtllLDrMG," "MASONRY AND STO;<K-CUTTI-\0,"
" FOUXDATIOXS AND COXCRKTE WORK," ETC., ETC.
HE VISED AXD COSRECTED BY CEARLES TOMLINSON, F.R.S.
EIGHTH EDITION
WITH ADDITIONS BY EOBEKT MALLET, A.M., F.R.S., M.I.C.E., Etc.
SHith numerous illustrations
LONDON
CROSBY LOCKWOOD AND CO.
7, STATIONERS' HALL COURT, LUDGATE HILL
1886
THE AUTHOE'S PEEFACE.
The preparation of this little work has necessarily es.
tended over a considerable period of time, and, although
our limits preclude anything like an attempt at a com-
plete view of the principles and practice of Brick-
making, it will be found to contain much practical
information which has never yet been published, and
descriptions of processes which are little known be-
yond the localities where they are practised. The
whole of the illustrations have been drawn expressly
for the work, and the descriptions of tools and pro-
cesses have been written from personal observation,
no dependence having been placed on verbal descrip-
tion, even by experienced workmen. Working brick-
makers are mostly illiterate men, imable to describe
correctly their own operations, and still less to explain
their meaning. I have therefore considered it necessary
to have every process here described carefully watched
throughout, either by myseK or by some one on whose
accuracy of observation I coidd place dependence.
In the course of last autumn I drew up several papers
of questions, embracing a variety of points on which it
was found difl&cult to obtain correct information, but
which were distributed amongst those of my friends
who were likely to have opportunities of ascertaining
what was required.
b
iv THE author's PREFACE.
Many of these papers in course of time were returned,
accompanied by valuable details, and I have to express
my thanks and obligations to many gentlemen per-
sonally unknown to me for the assistance thus afforded.
i\jnongst those from whom I have received valuabio
assistance during the progress of the work, I may
especially mention the names of Mr. Arthur Aikin ;
Mr. John Lees Brown, of Lichfield ; Mr. William
Booker, of Nottingham ; Mr. Richard Prosser, of Bir-
mingham ; and Mr. Frederick Ransome, of Ipswich.
Mr. Richard Prosser has kindly contributed a valuable
accoimt of the practice of Brickmaking in Stafford-
shire, which will be read with much interest, and it will
be worth the reader's while to compare the processes
described in this chapter with those made use of in the
neighbourhood of iN'ottingham, described in Chapter III.
The details given in Appendix I. respecting the manu-
facture of Suffolk bricks Mere Idndly furnished by Mr.
Frederick Ransomc, to vv'hom I am also indebted for
drawings of a Suffolk kiln, which were intended by
him as a contribution to the work, but which, un-
fortunately, were committed to the post for transmis-
sion, and never reached their destination.
In collecting the information requisite for writing the
accounts of Brickmaking and Tilemaking as practised
in the neighbourhood of London, I am under great obli-
gations to Mr. Adams and ^Ir. Itandcll, of the Maiden
Lane Tileries, and to Mr. Samuel Pocock, of the Cale-
donian Fields, Islington, for the kindness with which
they afforded me facilities for inspecting and sketching
their works, and for the liberal manner in ^hich they
furnished me with details of prices and quantities.
Although much time and pains have been bestowed
upon the work, there is so much difficulty in writing o
THE AUTHOR S TllEFACE. V
strictly accurate account, even of a simple operation, that
I cannot hope that it is perfectly free from errors ; but I
trust that they are only of a trivial nature, and I shall
be greatly obliged to any reader who will point out any
omissions or mis-statements, that I may be able to
correct them in a future edition.
There has long been a want of rudimentary treatises
on the Materials of Construction, published in a cheap
form, and written in a simple and practical style,
divested of scientific technicalities, which render such
books nearly useless to those by whom they are most
needed. I venture to express a hope that this work may
be of service in supplying this deficiency with regard to
one very important class of building materials. At the
same time it must be observed that the Science of Brick-
making is as yet untrodden ground, comparatively little
being known of the manner in which different sub-
stances mutually act upon each other when exposed to
furnace heat, or of the relative proportions of silica,
alumina, lime, and other usual ingredients of brick-
earths, which are best calculated to produce a sound,
well-shaped brick, of a pleasing colour. All that I have
attempted here, therefore, is to give a clear description
of the actual manufacture of bricks and tiles, and to
explain the leading difierences which exist in the manner
of conducting the several operations of Brickmaking iu
various parts of this country. How far I have succeeded
in this attempt the reader alone can determine.
EDWARD D0B80N.
PEEFACE TO THE FOUETH EDITION.
This work was revised by Professor Tomlinson in 1863,
and some matter become useless by time and the altera-
tion of the Excise laws judiciously expunged. A chapter
was at the same time appended on making bricks by
machinery, but since that period many improvements
and new inventions have necessitated a supplemental
chapter, in which the editor has endeavoured to give
an outline of that part of the subject reaching to the
present day. lie has also added a sketch of that which
was properly called by the author of the work the Science
of Brickmaking. A few notes, revising the text gene-
rally, will be found in the Appendix, and to which the
alphabetical index now given affords easy reference.
Though small and elementary, this work may pro-
bably claim to be the most complete upon its siibjcct
in the English language.
ROBEPvT MALLET.
Auyu:t, IStiJJ.
CONTENTS.
ti.B. — Th' Xicibcis refer to the Farar/rapJis and mt to (he prtgcs, except
tchcre otherwise stated.
INTRODUCTION (Pages 1-12.)
I. Early history of the art -would not add to our practical know-
ledge, li. Burnt brick used in the building of the Tower of Babel ; in
the walls of Babylon ; both biuiat and sun-dried bricks used in ancient
Egypt. III. Bricks extensively used by the Romans ; the art of brick-
making abandoned at the decline of the Roman Empire ; subsequently
revived in the middle ages. IV. Early and extensive use of bricks in
Holland and the Netherlands. V. Brickmaking introduced into England
by the Romans ; arrived at great perfection at the time of Henry VIII. ;
only used for large mansions in the time of Queen Elizabeth. VI. Brick
generally introduced as a building material in London after the great fire
of 1666; many fine specimens of brickwork still extant, executed at the
beginning of the 18th century. VII. Enumeration of the duties suc-
cessively imposed upon bricks and tiles ; abolition of the distinction
between common and dressed bricks, by 2nd and 3rd Vict. c. 24. VIII.
The new act a great boon to the public. IX. Nimiber of bricks uiade
yearly in Great Britain. X. Differences in the processes employed in
brickinaking in differents parts of England. XI. Average strength of
various kinds of bricks. XII. Comparison between the crushing strength
cf hand-made and machine-made bricks.
CHAPTER I.
GENERAL PRINCIPLES OP THE MANUFACTURE OF BRICKS
AND TILES.
I. Bricks. (Pago 12.)
1. Classification of the various operations of the bnckmaker.
Peepaeation of Brick-eaeth. (Pages 12 — 2b.)
2. Enumeration of qualities to be aimed at in making bricks. 3. Suc-
cess depends principally on the selection and preparation of brick-earth.
4. Br'ck-carths may be divided into three principal classes; viz., pure
clays, marls, and loams ; few earths fit for brickmaking without some
i3
VI U CONTENTS.
mixtui-c. 5. ^Vlumina the principal ingredient in britk-carth ; cracka
in drying, after being moulded, and will not stand firing ; necessary to
add sand to strong claj's, to diminish their contraction ; lime and sifted
orecze used near London for the same purpose. 6. Composition of firo
clay; mode of making the Dinas fire brick. 7. Fire clay generally
mixed with burnt clay, broken crucibles, &c. 8. Enumeration of prin-
cipal localities where fire bricks are made ; relative cost of Windsor,
Welch, and Stourbridge fire bricks. 9. Bricks made of refractory clay,
ia/iYf^ rather than burnt. 10. Composition of fusible earths. 11. London
bricks not made of clay, but of loams and marls. 12. Bricks may be
divided into two classes, hahccl and hurnt ; difficulties in treating the
fusible earths. 13. Catting bricks made from sandy loams, eitlicr natural
or artificial. 14. Colour depends not on the natural colour of the clay,
but upon its chemical composition. 15. Bricks might be made of various
colours by the employment of metallic oxides. 16. Floating bricks.
17. Unsoiliug. 18. Clay digging and iceathering. 19. Stones must be
picked out by hand ; injurious effect of limestone in the clay. 20. Grind-
ing. 21. IFashing. 22. Cutters made of washed earth mixed with sand.
23. Sufficient attention not generally paid to the preparation of brick-
earth.
Temperi^-o. (Pages 25—28.)
24. Object of tempering ; is effected in various ways ; treading, grind-
ing, pugging, 2-5. Briclcmaking on the Nottingham and Grantham
railway. 26. Use of the pug-mill.
MouLDiNO. (Pages 28—35.)
27. Slop moulding and pallet moulding. 28. Description of sli)p
moulding. 29. Description of pallet moulding. 30. Description of
moulding table. 31. Brick moulds, their varieties. 32. Diiferenee in
rate of production per stool, according to the process employed. 33. Slop
and pallet moulding sometimes combined. 34. Moulding by machinery.
35. Disadvantages of dense bricks. 36. Method invented by Mr. Prosscr
of moulding in the dry state. 37. Defects of pressed bricks. 38. Dif-
ficulties in making moulded bricks, arising from warping in the kiln.
39. Dimensions of bricks. 40. Bricks made of various shapes in country
yards, but not generally in London. 41. Bricks with hollow beds.
42. Ventilating bricks.
Drying. (Pages 35—38.)
43. Slop-moulded bricks dried on flats, and liacked under cover.
44. Bricks hacked in the open air where brickmaking is conducted on a
large scale. 45. Clamp bricks hacked at once, and not dried on flats.
46. Recapitulation of differences between slop moulding and pallet
mouldirg. 47. Different clays require different treatment.
BunNiNO. (Pages 38—42.)
48. Bricks burnt in clamps and in /ciliis. 49. Peculiarities of clamp
burning. 50. Three classes of kilns. 51. Management of a kiln.
52. Impossible in a rudimentary tix'atisc to describe all the proecssei>
CONTENTS. IX
II. Tiles. (Pages 42— 47.)
53. Differences in the manufacture of bricks and tiles, 54. Three
classes of tiles, viz., paving (tics, roofing tiles, and draining tiles. 55,
Business of a tilery includes the making of pottery. 56. Tiles burnt ia
the countiy together with bricks ; in London in separate kihis. 57. Drain-
ing-tiles principally moulded by machinery. 58. Importance of making
di-ain tiles a /lome manufaeture. 59. Concluding observations.
CHAPTER II.
ON THE MANUFACTURE OF BRICKS AND TILES IN
HOLLAND. BY HYDE CLARKE, C.E.
I. Bricks. (Pages 47— 48.)
Bricks extensively used in Ilolland. — Dutch clinkers made at Moor,
near Gouda. — Materials for making them; — river slime and sand;
localities from whence obtained. — For Flemish bricks the sand is brought
from the river Scheldt. — The slime and sand are mixed and kneaded
together by treading. — Dimensions of paving bricks and Dutch clinlvs. —
House bricks and tiles made at Utrecht from brick-earth formd in the
neiKhbourhood. — Dimensions of house bricks.
II. Brick-kilns. (Pages 48 — 51.)
Sometimes made to burn upwards of a million of bricks. — Fii'c holes
left in the side walls. — Doorway made in the breadth of the kiln. — Sheds
erected on each side of the kiln to shelter the fii'es.— ^Mode of setting the
kiln. — Mode of filing.
III. Tiles. (Page 52.)
Varieties of tiles made in Ilolland. — Clay ground in a pug-mill. —
Kueaded by women before moulding. — Two moulders, viz., a rough
moulder and a finisher. — Tiles diied tirst in sheds and afterwards in the
sun. — Moulding of flat paving tiles. — Iron moulds used in Switzerland.
IV, TiLE-KiLNS. (Pages 53—55.)
Tiles burnt in covered kilns with arched furnaces. — Setting. — Burn-
ing.— Cooling. — Mode of giving a grey colour. — Glazing. — Utrecht the
principal seat of the tile manufactui-e. — Gouda celebrated for pottery and
tobacco-pipes.
CONTENTS.
CHAPTER III.
BiaCKJIAKING AS PRACTISED AT NOTTINGHAM.
(Pages 55—59.)
1. Peculiarities in manufacture of bricks near Nottingham. 2. Use
of brass moulds not confined to Nottingham. 3. Object of crmhiiig the
brick-earth between rollers. 4. Advantages and disadvantages of the
use of rollers. 5. Description of brickmaking at Nottingham applies,
^vith slight variations, to the practice of the neighbouring counties.
6. Brick-earth from the marls of the new red sandstone ; abounds with
layers of skerry and veins of gypsum. 7. Colour of Nottingham bricks.
8. Common bricks made without picking the clay. 9. Preparation of
clay for making front bricks. 10. ilanufacture of rubbers. 11. Clay
at Nottingham not generally suited for making roofing tiles. 1 2. Size
of old and modem bricks.
General Arrangemext or .\ Brickwork.
(Pages 59—80.)
13. Locality of existing yards. 14. Eental and cost of clay. 15. Ar-
rangement of buildings. 16. Description of clay-mill. 17. Addition of
a setond set of rollers a great improvement. 18. Keference to engravings
of clay-mill ; mode of boxing up the machinery. 19. Improvement to
conceal machinery. 20. Duty performed. 21. Length of time a clay-
mill will remain in working condition. 22. Description of Wash-mill.
23. The PMi7-»ii7/ not used at Nottingham. 2\. Moulding sand. 25. Mould-
ing table, description of. 26. Brick mould, description of. 27. Use of
copper moulds confined to small articles. 28. Mould placed on the
moulding table and not upon a stock-boaid. 29. Plane, description of.
30. The Flats, how prepared; size of. 31. The Hovel, description of;
sometimes provided with flues. 32. Best bricks dried wholly under cover
in fined hovels. 33. The Clapper, description of; use of. 34. Dressing
bench and dresser. 35. Machinery for pressing bricks ; points to be
attained in making machinery. 36. Machine-pressed bricks cheaper than
those dressed by hand. 37. Kiln, detailed description of. 38. Difierent
mode of constructing the walls. 39. Comparison of the two moth -ids.
40. Reference to engravings. 41. Stops to the tops of the kilns. 42. Sizes
of kilns. 43. Duration of kilns.
Process of Brickmaking. (Pages 80 — 87.)
44. Claij dinging. A5. Tempering. 46. Cost of. 47. J/omWi'w^, descrip-
tion of process. 48. Drying ; laying on flats; hacking. 49. Time
that should be allowed for drying'. 50. Cost of mouldimg and drying.
51. Tressed bricks. [2. Folishcd bricks. 63. Size of brick-moulds.
54. Rate of production. 55. Burning; management of the firing.
56. Cost of fuel. 57. Effect of the fire upon the colour of the bricks.
58. Cost of setting and drawing the kiln. 59. Cost of labour in firing.
60. Enumeration of the varieties of britksvare manufactured at Not-
*vagham,
CVSTESIS. XI
Cost of MAxrFAcrvRE. (Pages S7— 94.)
61. Land and brick-earth ; difficulty of estimating rental ; cost of clay.
62. Buildings and machinery ; difficijlty of ascertaining best relative
sizes of \rorking floors, horels, and kilns. 63. Approximate estimate of
extent of buildings and plant required for a weekly production of 46,800.
64. Additional biiildings required in a yard, where all kinds of brickware
are made. 65. Enumeration of iooJs required. 66. labour, how paid
for. 67. Summary of cost of production. 68. Eelatire value of dif-
ferent qualities of bricks. 69. Seferenre to Ulustiationa, figs. 1 to 18.
CHAPTEE IT.
BRICKMAKIXG AS PRACTISED IN THE STAFFORDSHIRE
POTTERIES. BY R. PROSSER, C.E.
Bricks. (Pages 95—96.)
1. ^/-iV^-s ; enumeration of kinds of brick manufactured. 2. Drab bricka
chiefly used for furnace work. 3. Tiles. 4. Clay. 5. Xames of strata
in the pottery district. 6. Two examples given of the process of brick
and tile making.
First Example — Brick:xiaki>"g. (Pages 97 — 101.)
7. Buildings and plant. 8. Hates of production. 9. Tempering. 10.
Moulding. 11. Drying. 12. Loss of weight whilst drying. 13. Burn-
ing. 14. Cost of manufacture. 15. Rental.
Desckiptiok of Illistratioxs. (Pages 102 — 105.)
16. Clay-null. 17. Moulding table. 18. Brick mould. 19. The oven
or cupola.
Second Example — TiLE->LVK.rxG. (Pages 105 — 111.)
20. Enumeration of articles made at Basford. 21. Weathering and
tempering. 22. Moulding. 23. Drying. 24. The Set. 25. Quarries and
Dust Bricks. 26. Drain tilei. 27. Tile machines. 28. Tiring; detailed
description of. 29. Selling prices of difi"erent articles.
Descriptiox of IllvstpvAtioxs. (Pages 111 — 117.)
30. Moulding bench. 31. Mode of drying tiles. 32. Tile-block and
horse. 33. Mode of setting lower part of oven. 34. Mode of setting
upper part of oven. 35. Desirability of improving the mode of conduct-
ing the manufacture of bricks. 36. Expense of carriage. 37. Analysis
of clays, &c.
Xll CONTEXTS.
Bbicsuakcco on the Socth Stajtokdsbibe Railway.
(Pages 117—119.)
38. Bricks made for this line Ly Mr. George Bro\m, of "Walsall Wood.
— Material not clay, but marl. — Description of strata. — Description 0/
processes employed.-— Cost of bricks at the kiln.
CHAPTER Y.
BRICEMAKIXG IX THE VICIXITY OF LONDON.
(Page 119.)
1. Subject divided into three heads.
I. ^L\TERiALS ANT) Plaxt. (Poges 119—133.)
2. Brick -earth divided into three qualities. Z. Strong clay. i. Loom.
b. MaJin. 6. Different modes of preparation. 7. Object of adding chalk.
8. Soil. 9. Sand. 10. General arrangement of a BricJitcork. 11. ChaLt
and Clay MU!s. 12. The Fuo-mUl. 13. The'CuckhoM. 14. The Mould-
ing Stool. \o. The Brick Mould. \^. The Stock-board. \1. The Strike
and Pallets. 18. Tlu Hack Barrow. 19. The Sack Ground.
II. Process of ^Iaxvpactciie. (Pages 138 — 158.)
20. Claij digging. 21. Quantity of clay rcqiiired per 1,000. 22.
Maiming. 23. Soiling. 24. Tempering. 25. Tugging. 26. Moulding.
27. Hacking. 28. Clamping, requires skill. 29. General principles of.
30. Foundation. 31. Upright. 32. Xecks. 33. Firing. 34. Breeze.
35. Proportion required depends on the nature of the clay. 36. Time
allowed for burning. 3". Upright and Outside. 38. Variations in the
mode of clamping. 39. Table of the qualities and prices of bricks made
for the London market. 40. Brickmaking at Chtshunt. 41. Brick-
making practised generally all round London.
III. Cost of Maxtfacttbe. (Page 150.)
42. Cost divided imdcr three heads.
43. Clay. 44. atnJk. 45. Sand. 46. Brceu. 47. SoU. 48. Coalt
and icood. 49. Water.
Matebuls a>d Fuel. (Pages 159—161.)
. 45. Sand. 46. Brceu. 47. Soil. 48. Coalt
3Iachi>iby and Tools. (Page 161.)
50. Cost of plant.
Labour. (Page 162.)
61. Details of cost.
CONTENTS. xiii
BuiCKMAKIXG AT THE COPENHAGEN TuNNEL, ON THE GrEAT
Northern Eatlway. (Pages 162 — 164.)
Description of rollers, drying sheds, and kilns.
Reference to Illustrations. (Pages 164— 1G7.)
52 to 59. Description of figures 1 to 21.
CHAPTER VI.
LONDON TILERIES.
Introductory. (Pages 167 — 169.)
1. The present chapter confined to a description of the manufacture of
pantiles. 2. List of principal articles made at the London Tileries.
Buildings and Plant. (Pages 170 — 183.)
3. Pug-mill. 4. Sling. 5. The Moulding Shed. 6. The Pantile Table.
7. The Block and Stock-hoard. 8. The Tile Mould. 9. The Poll.
10. The Washing-off Table. 11. The Splager. 12. The Thwacking
Frame. 13. The Tile Kiln.
Process of Manufacture. (Pages 183 — 186.)
14. Clay getting and weathering. 15. Tempering. 16. Slinging.
17. Moulding. 18. Thwacking. 19. Kilning.
Cost of Manufacture. (Pages 186 — 188.)
;ost. 21. Selling prices. 22. Differe
le manufacture of various articles.
23. Description of Illustrations. (Pages 188 — 189.)
20. Tabular view of cost. 21. Selling prices. 22. Differences in the
processes employed in the manufacture of various articles.
CHAPTER Yll.
ON THE MANUFACTURE OF ENCAUSTIC TILES.
(Pages 189—191.:
1. Eevival of the manufacture of encaustic tiles. 2. Difficultk's
ariaing from the unequal shrinkage of differently-coloured clays.
Process of Manufacture. (Pages 191 — 195.)
3. Clay. 4. Moulding. 5. Inlaying. 6. Drying, firing, and glazing.
7. Manufactui-e of tcssercc. 8. Tessclated pavements.
XX7 CONTENTS.
CHAPTEE YIII.
ON THE MANUFACTURE OF BRICKS AND DRAlN-l'U'ES HV
MACHEN'ERi'. (Pages 195—209.)
Object to deal with principles rather than with minute details. Various
patents for making tricks by machinery. Description of Oates's brick-
making machine. Crushing strength of bricks made by this machine.
Machine can utilise materials unser^-iceable to the haind brickmaker.
Cost of machine. Description of drain-pipe making machine. Hollow
bricks also made by it. Various forms of hollow bricks.
CHAPTEE IX.
ADDITION.AL REMARKS ON THE M.^NUFACTURE OF BRICKS
BY MACHINERY. (Pages 210-244)
By Robert Mallet, A.M., F.E.S.
Improvements in brickmaking since 1863. 'Wliitehead's improved clay
cnishing and grinding roller-mill. Whitehead's pug-mill. Whitehead's
perforated pug-mill. Portable clay-mill. Composite machines, in which
crushing rollers and horizontal pug-nuUs are combined. Brickmaking
machines, by Whitehead, M. Jardin, Clayton & Co. Machine for
working with plastic clay. Brick-pressing machines, by Longley,
Whitehead, and Bradley and Craven. Dry-clay brickmaking machines,
by Hersiy and Walsh, Bradley and Craven, and Wilson of Campbell-
field. Tile-making machines, by Page & Co., and Whitehead. Hoffiuann'a
brick-kiln.
APPENDIX I.
By Charles Tomlinson, F.R.S.
(Pages 245— 261. ^
On the plasticity and odour of clay. On diying bricks. On the use ol
ccal-dust in making clamp bricks. Brickmaking at Great Grimsby.
Brickmaking in Suffolk. On the making and burning of drain-tiles.
APPENDIX II.
By Rofert Mallet, A.M., F.R.S.
(Pages 262—272.)
The science of brickmaking. CJoloured bricks. Infusorial sUiceoui
materials. Plasticity and odour of clay. Water chemically combined o<
mechanically present.
RUDIMENTS
kWY OF MAKING BRICKS AND TILES.
INTRODUCTION.
I. It would 1)6 impossible, in a little volume like the
present, to enter at any length upon the early history
of the Art of Brickmaking, nor would such an investi-
gation, however interesting in a historical point of view,
add much to our practical knowledge of the subject.
It is, however, desii'able that we should give a few par-
ticulars relative to the progress of the manufacture in
this country ; and we propose at the same time to give
a brief sketch of the legal restrictions which have been
imposed from time to time upon the mode of conduct-
ing the operations of the brickmaker.
II. The use of brick as a building material, both burnt
and unburnt, dates from a very early period. Burnt
brick is recorded in the Bible to have been used in the
erection of the tower of Babel ; and we have the testi-
mony of Herodotus for the fact, which is confirmed by
the investigations of travellers, that burnt bricks, made
from the clay thrown out of the trench surrounding
B
a INTRODUCTION.
the cityj were used in building the walls of tlie city of
Babylon. These very ancient bricks were of three
kinds ; one of which was very similar to the modern
Avhitc Sufiblk bricks^ and another to the ordinary red
brick of the present day.
Sun-dried bricks were extensively used in ancient
times, especially in Egypt, where their manufacture
was considered a degrading employment, and, as such^
formed the principal occupation of the Israelites during
their bondage in Egypt after the death of Joseph. Yery
interesting ancient representations of the processes
employed are still in existence, and throw much light
on various passages of Scripture. Thus, the passage
in Psalm Ixxxi. C, '^I removed his shoulder from the
burden; his hands were delivered from the (ivater)
pots," is strikingly illustrated by pictures still preserved
to us, in Avhich labourers are carrying the tempered
clay on their shoulders to the moulders, whilst others
are engaged in carrying vessels of water to temper the
clay. The Egyptian sun-dried bricks were made with
clay mixed with chopped straw, which was furnished to
the Israelites by their Egyptian taskmasters before the
application of Moses to Pharaoh on their behalf, after
which the obligation was laid on them to provide their
own straw, which appears to have been a grievous addi-
tion to their labour. It would appear from the details
given, that the Israelites worked in gangs, under the
superintendence of an overseer of their own nation,
who was provided with all necessary tools and mate-
rials, and who was personally responsible for the labour
of the gangs.
Burnt bricks were, howererj also used in Egypt for
river walls and hydraulic works, but, probably, not to
any very great extent.
INTRODUCTION. 3
It is recorded in 2 Samuel xii. 31. that David put
tlie cliildren of Ammon under saws^ and harrow s^ and
axes of iron, and made them pass through the brick-
kiln : without entering on the question whether the
Ammonites were made to labour in the brickfields as
the Israelites had themselves previously done during
the time of their bondage in Egypt, or whether we are
to understand that they were put to death with horrible
tortures, as supposed by most commentators, there is
a strong presumption that the implements here spoken
of in connection with the brick-kiln were employed in
the preparation of the clay ; and if this view be correct,
the passage is interesting as evidence of the use of
machinery in making bricks at a very early period of
history.
III. The Romans used bricks, both burnt and ua-
burnt, in great profusion ; all the great existing ruins
at Rome being of brick. At the decline of the Roman
Empire, the art of brickraaking fell into disuse, but
was revived in Italy after the lapse of a few centuries.
The mediaeval ecclesiastical and palatial architecture of
Italy exhibits many fine specimens of brickwork and
ornamental work in terra-cotta; cornices and other
decorations of great beauty being executed in the
latter material.
IV. In Holland and the Netherlands, the scarcity of
stone led, at an early period, to the extensive use of
brick, not only for domestic but for ecclesiastical build-
ings, and these countries abound in fine specimens of
brickwork, often in two colours, combined with great
taste, and producing a very rich effect, as in the cele-
brated examples at Leeuwarden in Friesland. ■ It is
worthy of remark, that in the fens of Lincolnshire and
Norfolk, where we should naturally liave expected to
B 2
4 INTRODrCTIOX.
have found the same material made use of, the churches,
many of -which are exceedingly fine specimens of archi-
tecture, are built of small stones, said to have been
brought from a great distance on pack-horses.
V. Brickmaking appears to have been introduced
into England by the Romans, who used large thin
bricks or wall tiles as bond to their rubble construc-
tions ; and such wall tiles continued to be used in
England until rubble work was superseded by regular
masonry, about the time of the Norman Conquest.
Brick does not appear to have come into general use as
a building material until long afterwards.
In the reign of Henry VIIL, however, the art of
brickmaking had arrived at great perfection, and the
remains of many buildings erected about this time
exhibit some of the finest known specimens of oma-
mental brickwork.
The following is a list of some of the principal brick
buildings erected at the period of which we speak : —
VXytE. WHEX BOLT.
Horetmonceaax Castle, Sussex . Early in the reig^i of Ilcnry VL
Gate of the Bjehouse in Hertfordshire Ditto.
Tanershall Castle, Lincolnshire . . a.d. 1440.
Lollards* Tower, Lambeth Palace . ad. 1454.
Oxborongh Hall, Norfolk . . . About x.v. 1482.
Gatc-wav, Rf-c!on-, Hadleigh, Suffolk . Close of loth centurr.
Old part of Hampton Court . . ad. 1514.
HengraTe Hall, Suffolk . . . Finished a. d. 1538.
Manor House, at East Barsham, Norfolk During the reign of Henry VIL
Thorpland Hall, Norfolk . . . Ditto.
Parsonage Hcase,Great Snoring, Norfolk During the reign of Henrj- VIH.
Many of these buildings have been engraved in Pugiu's
" Examples of Gothic Architecture," to which we would
refer the reader. The decorative details of the Manor
House at East Barsham, and of the Parsonage House
at Great Snoring, are particularly worthy of notice ;
INTRODUCTION. 0
the panelled friezes^ cornices, and other ornamental
work, being constructed of terra-cotta moulded to the
required form. The use of terra-cotta for decorative
panels and bas-reliefs appears to have been common
during the reign of Henry VIII. The gateway of
York Place, Whitehall, designed by Holbein, was de-
corated with four circular panels, which are still pre-
served at Hatfield Peveril, Hants.
The gateway of the Rectory in Hadleigh churchyard
is very similar in character to that at Oxborough Hall,
engraved in Pugin's work, above referred to. It has
been lately restored very carefully, the terra-cotta work
for the purpose being made at the Layham Kilns, near
Hadleigh, in moulds of somewhat complicated con-
struction.
In the time of Queen Elizabeth, brick seems only to
have been used in large mansions, rCl common build-
ings, timber framework, filled in with lath and plaster,
was generally used, and this construction was much
employed, even when brickwork Avas in common use,
the brickwork, up to a late period, being merely intro-
duced in panels between the wooden framing.
VI. On the rebuilding of London after the great fire
of 1666, brick was the material universally adopted for
the new erections, and the 19th Car. II. c. 11, regu-
lated the number of bricks in the thickness of the walls
of the several rates of dwelling-houses. One of the
resolutions of the corporation of the city of London,
passed about this time, is interesting ; it is as follows : —
" And that they (the surveyors) do encourage and give
directions to all builders, for ornament sake, that the
ornaments and projections of the front buildings be of
rubbed bricks; and that all the naked parts of the walls
may be done of rough bricks, neatly wrought, or all
0 INTRODUCTION.
rubbed, at the direction of the builder, or that the
builders may otherwise enrich their fronts as they
please."
Much of the old brickwork still remaining in London^
in buildings erected at the end of the 17th and be-
ginning of the 18th century, is very admirably executed.
The most remarkable feature of the brickwork of this
period is the introduction of ornaments carved with the
chisel. A fine example of this kind of work is shown
in the Frontispiece,* which is a sketch of 'So. 43, St.
Martin's Lane, one of a block of houses built by a
person of the name of ^lay, who about the same time
erected Clay's Buildings, to which the date of 1739 is
affixed. The house in question is said to have been
intended by Mr. jNIay for his own residence. Its deco-
rations consist of two fluted Doric pilasters, supporting
an entablature, the avIioIc executed in fine red brick-
work ; the mouldings, flutings, and ornaments of the
metopes having been carved with the chisel after the
erection of the walls. f
A'll. It w^as not till the close of the last century that
bricks were subjected to taxation. The 21th Geo. III.
c. 21', imposed a duty of 25. Gd. per thousand on bricks
of all kinds. By the 34th Geo. III. c. 15, the duty was
raised to 45. per thousand. By the 43rd Geo. III. c. G9,
bricks were divided into common and dressed bricks,
and separate rates of duty were imposed on each kind.
These duties and those on tiles were as follows : —
* The author is indchtcd to the kindness of Mr. Edis for tliis sketch of
one of the most interesting sjicciincns of ornamental brickwork in the
mctrorolis.
T This fact was discovered some years ago, wheu the house waa
imdcrt^oing a thorough repair, and the scaffolding afforded facilities for a
close inspection of the ornamentation. Cast terra-cotta imitations of
carved stone for architectural decoration were sent by Mr, Blanchard to
the Exhibition of 1851, and were strongly recommended in the Jury
licfort, Class XXYIII,
liNTRODUCTlON. /
SCHEDULE (A)— DUTIES.
BEICKS AKD TILES.
£ V. d.
For cveiy tliousand bricks which shall be made in Great Bri-
tain, not exceeding any of the following dimensions, tliat
is to say, ten inches long, three inches thick and five inches
wide 050
For every thousand of bricks which shall be made in Great
Britain exceeding any of the foregoing dimensions . . 0 10 0
For every thousand of bricks which shall be made in Great
Britain, and which shall be smoothed or polished on one or
more side or sides, the same not exceeding the superficial
dimensions of ten inches long by five inches wide . . 0 12 0
For every hundred of such last-mentioned bricks, exceeding 7 The duiies on
the aforesaid superficial dimensions ... J pa\iug-tilcs.
For every thousand of plain tiles which shall be made in
Great Britain 0 4 10
For every thousand of pan or ridge tiles which shall be made
in Great Britain 0 12 10
For every hundred of paving tiles which shall be made in
Great Britain not exceeding ten inches square . . .025
For every hundred of paving tiles whicli shall be made in
Great Britain exceeding ten inclics square . . . 0 4 10
For every thousand tiles which shall be made in Great Bri-
tain, other than such as are hereinbefore enumerated or
described, by whatever name or names such tiles are or may
be called or known 0410
N.B. — The said duties on bricks and tiles to be paid by the maker
or makers thereof respectively.
Bv the 3rd William IV. c. 11 (1833), the duties on
tiles* were wholly repealed, and two years afterwards
the duty on bricks was again raised, making the duty
on common bricks 55. lOd. per thousand.
The brick duties formed the subject of the 18tli
Report of the Commissioners of Excise Enquiry, 1836;
and in 1839 these duties were repealed by the 2nd and
3rd Vict. c. 24, and a uniform duty of 5^. 10^/. per thou-
* By a curious oversight, this Act, whicli was intended to put roofiny
tiles on the same footing as slates, also repealed the duties on paving tiles,
whilst briclis used for paving remained sul)jcct to duty as before. Tliue
a lump of clay put into a mould of 10 in. X 5 in. X 3 paid duty, but the
same qiiantiiy of clay put into a mould 10 in. square was duty free, because
it came under the denomination of a tile. The manufacturer, and nr '
the public, reaped the advantage thus given
o INTRODUCTION.
sand imposed on all bricks of -ohich the cubic content
did not exceed 150 cubic inches^ without any distinc-
tion as to shape or quality.
Till. The ncTT Act Avas a great boon to the public
as well as to the trade, as, in consequence of the removal
of the restrictions on shape, bricks might be made to
any required pattern ; and moulded bricks for cornices,
plinths, string-courses, &c., could be manufactured at
a moderate price. Under the old regulations, also, the
brickmaker was precluded from correcting any defect
which might arise from warping or twisting in the
process of drying, without making himself liable to pay
the higher rate of duty. In 1850 the duty ou bricks
was entirely repealed.
IX. The number of bricks annually made iu Great
Britain is very great ; just before the duty was repealed,
a charge was made on about 1,800,000,000 bricks
annually. In 1854 the number manufactured was
estimated to be over 2,000,000,000, of which about
130,000,000 were made in the brickfields in and
around Manchester, and about a similar number by
the London brickmakers. The weight of this annual
produce is upwards of 5,400,000 tons, representing
a capital employed probably exceeding £'2,000,000.
Comparatively few bricks are made in Scotland, on
account of the abundance of stone in that country.
Those who are not practically connected with engineer-
ing works may find some difficulty in forming a clear
conception of the immense number of bricks annually
made for railway purposes ; and which may be roughly
estimated at from GOO to 800 millions annually. In
1821, before the introduction of the railway system,
the number of bricks charged M'ith duty in England
and Scotland amounted to 913,231,000. * In 1831 the
INTRODUCTION, 3
number was 1,153^048,581. In 1840 the number rose
to 1,725,628,333.
A common turnpike road bridge over a railway
requires for its construction, in round numbers, 300,000
bricks ; and the lining of a railway tunnel of ordinary
dimensions consumes about 8,000 for every yard in
length, or in round numbers about 14,000,000 per
mile.
X. The processes employed in the manufacture of
bricks differ very greatly in various parts of the country.
In some districts the clay is ground between rollers,
and the pugmili is never used. In others, both rollers
and pugmills are employed. In the neighboui'hood of
London the clay is commonly passed through a wash-
mill. Equal differences exist in the processes of mould-
ing and drying. Lastly, the form of the kiln varies
greatly. In many places the common Dutch kiln is
the one employed. In Essex and Suffolk the kilns have
arched furnaces beneath their floors; in Staffordshire
bricks are fired in circular domed ovens called cupolas ;
whilst near London kilns are not used, and bricks are
burnt in clamps, the fuel required for their vitrifica-
tion being mixed up with the clay in the process of
tempering.
XI. Bricks vary very much in their strength, a point
to which, although of considerable importance, very little
attention is paid. There is a striking difference in this
respect between modern and ancient bricks ; a differ-
ence very much in favour of those made centuries ago;
and, perhaps, the weakest bricks made are supplied by
London makers. In some experiments by 'Mv. Hawkes
(a detailed account of which is given in the Builder
for 1861) it was found that of thirty-five kinds of bricks
which were tested, the average strength of the strongest
B 3
10 INTRODUCTION.
was 2j8o5 lbs. ; of those of medium tenacity, 2,125 lbs. ;
and of those of least strength, 1557 lbs. These bricks
were of the ordinary form^ and varied in thickness from
325 to 1'7 inches. It was also found that the thinner
kinds of bricks were proportionally stronger than
those which were thicker ; the greatest, mean, and least
strengths of the former being respectively 4,088 lbs.,
2,054. lbs., and 2,070 lbs.
In comparing weight with strength, it was found
tliat the average weight of twenty-five bricks from dif-
ferent districts, was 7*85 lbs., and that the heaviest
bricks were usually the strongest. The results of the
following experiments are calculated according to a
uniform standard : — Tipton blue bricks, weighing 10 lbs.,
gave 5,555 lbs., 3,975 lbs., and 2,801 lbs., as the
greatest, mean, and least degree of strength. Boston
bricks, weighing 988 lbs., gave 4,133 lbs., 3,198 lbs.,
and 2,616 lbs., as the value of the same items. Roman
hypocaust tiles from the ancient city of Uriconium,
near 'V^'roxetcr, gave 4,670 lbs., 3,567 lbs., and
2,630 lbs. The Leeds bricks, weighing 9- 17 lbs.,
gave 4,133 lbs., 3,198 lbs., and 2,616 lbs. Dutch
clinkers, with a weight of only 6'56 lbs., gave the respec-
tive strength of 4,006 lbs., 3,345 lbs., and 2,542 lbs.
This is an exception to the general result of the heaviest
bricks being the strongest. Lastly, the lightest London
bricks, weighing 6*19 lbs., gave 1,496 lbs., 998 lbs., and
366 lbs. The experiments also gave evidence of the
fact that bricks were unable to sustain for any length
of time a weight considerably less than that which was
originally required to break them ; for example, a Bal-
timore brick, which required 850 lbs. to break it, car-
ried a weight of 735 lbs. for ten hours only, and then
broke. It must be borne in mind that the second
IXTRODUCTIO.V. 11
result is represented in terms of the whole brick, for
the sake of rendering the comparison more easy,
although, of course, the experiment could only be made
on the half brick.
XII. Now that machine-made bricks are getting
into general use, notwithstanding that some opposition
has been made to their introduction, the following
table may be interesting. It is a report of the results
of some experiments on hand-made and machine-made
bricks, with Messrs. Burton and Co.^s hydraulic press.
All the bricks were bedded upon a thickness of felt,
and laid upon an iron-faced plate.
Pressure to crack. Pressure to crush,
tons. tons.
Good London grey Stocks . . . 1200 . . . U-00
Best paviours to be got ... 1400 . . . 23-00
Bed bricks, not fully bunit . . . 13-75 ... 25 05
Ditto, ordinary quality .... 1300 . . . 26-25
Three white bricks made by Cl&y- ) ,» „. ., n-
ton and Co. s machineiy . j
Ditto, second best, with four bricks 1625 . . . 41-00
In the following pages we have described at con-
siderable length the practice of brickmaking as carried
on in Nottinghamshire, Staffordshire, Suffolk, and in
the neighbourhood of London j and although the prac-
tice of almost every county presents some local pecu-
liarity, the reader who has carefully gone through these
accounts will be enabled to understand the object of
any processes not here described, and to form a toler-
ably correct judgment as to whether the process of
manufacture in any district is conducted in a judicious
manner; or whether the brickmaker has merely fol-
lowed the practices handed down bv lis predecessors
without any consideration as to the possibility of im-
proving upon them. Before, however, enteriuj^ npon
the practical details of the subject, it is necessarj '.hat
12 RUDTMEXTS OF THE
the reader should have some knowledge of the general
principles of brickmaking, and of the nature of the
processes employed; and these we shall proceed to
consider in the following chapter.
CHAPTER I.
V
GE>'EK^VL PrJNCIPLES OF THE MANLTACTURE OF
BRICKS AND TILES.
1. BRICKS.
1. Tl.j- whole of the operations of the brickmaker
may be classed under five heads^ viz. : —
\ preparation of brick earth.
■;! Tempering.
•^ ^Moulding.
^ Drying.
V- Burning.
We propose in this chapter to describe these opera-
tions one by one, pointing out the object to be effected
by each, and comparing at the same time the different
processes employed in various parts of this country for
the same end.
PREPARATION OF BRICK EARTH.
2. The qualities to be aimed at in making bricks for
building purposes may be thus enumerated :— Sound-
'^ jiesSj_thatis, freedom from cracks and flaws ; Laidaes*,
r to enable them to withstand pressure and cross strain ;
^ regularity of shape, that the mortar by which they are
miited may be of uniform thickness to insure unifor-
mity of settlement ; uniform itj:_of size, that all the
bricks in a course may be of the same beiglit ; uni-
^
ART OF MAKING BlUCKS AND TILES.
13
_iiw^mily of tuloui'j which is of importance only in
ornamental work ; facility of cutting, to enable the
bricklayer to cut themTo any given shape, as required
in executing all kinds of gauged -work; lastly, for
furnace-work, and all situations exposed to intense
heat, infusibility.
3. Success in attaining the desired end depends
chiefly on a proper selection of brick earths; their
judicious preparation before commencing the actual
process of brickmaking, as well as on the drying and
jDurning of the bricks. / The other operations are
matters of minor importance. Brickmaking may be
viewed in two lights — as a science, and as an art. The
former has been little studied, and is imperfectly under-
stood ; whilst the latter has been brought to great
perfection.
4. The argillaceous earths suitable for brickmaking
may be divided into three principal classes, viz. : —
Pure clays, composed chiefly of alumina^^ndsilieii,
but containing a small proportion of other substances —
as iron, lime, &c.* (See Appendix II., page 263.)
* The following analyses of various kinds of clay are given in the
second volume of the English translation of " Knapp's Technological
Chemistry."
Cornish
washed
Kaolin.
Stour-
bridge fire
clay.
Pipeclay.
Sandy
clay.
Blue clay.
Brick
clay.
Silica
Alumina
Oxide "1
of iron j
Lime
Magnesia
Potash \
8c soda
Water .
46-32
39-74
0-27
0-36
0-44
) 12-67
6410
23-15
1-85
0-95
1000
53-66
32-00
1-35
0-40
trace
12-08
66-68
26-08
1-26
0-84
trace
5-14
46-38
38-04
1-04
1-20
trace
13-57
49-44
34-26
7-74 j
1-48
5-14
1-94
99-80
10005
99-49
100-00
100-23
100-00
14 RUDIMENTS OF THE
Marls, ■whicli may be described as earths coutaiiiing
u considerable proportion of lime.
Loams, -u-hich may be described as light sandy clays.
l/j It very seldom happens that earths are found which
H are suited for the purpose of brickmaking without some
y admixture. The pure clays require the addition of
sandj loam, or some milder earth ; whilst the loams are
often so loose that they could not be made into bricks
without the addition of lime to flux and bind the earth.
Even when the clay requires no mixture^ the difference
in the working of two adjacent strata in the same field
is often so great that it is advisable to mix two or three
sorts together to produce uniformity in the size and
colour of the bricks.
5. It appears, then, that a chemical compound of
silica and alumina is the principal ingredient in all
brick earth.* This silicate of alumina, or pure clay
alone, or those clays which contain but little sand, may,
when beaten up with water into a stiff paste, be moulded
with great ease into any shape ; but will shrink and
crack in drying, however carefully and slowly the ope-
ration be conducted ; and will not stand firing, as a red
heat causes the mass to rend and warp, although it
becomes very hard by the action of the fire.
The addition of any substance which will neither
combine with water, nor is subject to contraction, greatly
remedies these defects, whilst the plastic quality of the
clay is not materially affected. For this reason the
strong clays are mixed with milder earth or with sand.
The loams and marls used for brickmaking in the
neighbourhood of London are mixed with lime and
sifted breeze for the same purpose, and also to effect the
fluxing of the earth, as will be presently described.
• Some remarks on the plajiitity of clay w ill be found iu the Afijendi*
AUT OF MAKING BllICKS AND TILES. 15
G. Fire clays or refractory clays are compounds of
Bilica^ alumina^ and water, or liydrated silicates of alu-
mina represented by tlie formula AlgO 3, 2Si03 + 2H0.
Sucli clays owe their refractory qualities to their com-
parative freedom from lime, magnesia, metallic oxides,
and similar substances which act as fluxes. Pew
clays, however, exist in nature according to this pure
type. The composition and quality of clays in con-
tiguous beds in the same pit, and even of clay from the
same contiguous horizontal bed, may vary. ''If we
compare difterent clays together in respect to elementary
composition, we find the relation between the silica and
alumina to be extremely variable, and accordingly, the
formulae which have been proposed to express their
rational constitution are very discordant. This is in
great measure to be explained by the fact, that in many
clays a large proportion of silica exists uncombined
either as sand, or in a much finer state of division.
The grittiness of a clay is due to the presence of sand.'^*
Fire-bricks are used in those parts of furnaces where
the heat would soon destroy ordinary bricks. They are
made of various shapes and sizes as required, and are
often produced, as in the iron works of South Wales,
on the spot. The clay is ground between rolls, or under
edge stones, and kneaded by treading. The bricks are
made by hand in moulds ; they are carefully dried in
stoves, and burnt at a high temperature in closed kilns.
Burnt clay in powder is sometimes mixed with the raw
clay. Stourbridge clay is celebrated for the manufacture
of fine bricks, but clay from the coal-measures is also
largely used. All these bricks have a pale brownish
colour, but they are sometimes mottled with dark spots,
* " irctallurgy," by John rcicy, M.D., F.R.S., Lecturer on Mctnllurgjr
at the Goverumcnt School of Mines. London, 1861.
16 RUDIMENTS OF THE
whicli Dr. Percy refers to the presence of particles of
iron pyrites. The Dinas fire-brick consists almost
entirely of silica, the material being obtained from the
rock of that name in the Vale of Neath. It lies on the
limestone, and occasionally intermixes with it, and
contains probably about 5 per cent, of calcareous matter.
The bricks have extraordinary fire-proof qualities. The
material had long been used as a sand, and many
attempts ^ere made to form it into bricks, without
success, until a method was contrived by the late Mr.
W. TT. Young, when in 1822 a company was formed
for the manufacture of these bricks. The mode of
making the Dinas brick was long kept secret, but a
number of original details concerning it are given in
Dr. Percy's work. The material which is called clay is
found at several places in the Vale of Xeath in the state
of rock, and disintegrated like sand. The colour when
dry is pale grey. The rock is crushed to coarse powder
between iron rolls ; it softens by exposure to the air,
but some of it is too hard to be used. '* The powder of
the rock is mixed with about 1 per cent, of lime and
sufficient water to make it cohere slightly by pressure.
This mixture is pressed into iron moulds, of which two
are fixed under one press, side by side. The mould,
which is open at the top and bottom, like ordinary
brick-moulds, is closed below by a moveable iron plate,
and above by another plate of iron, -which fits in like a
piston, and is connected with a lever. The machine
being adjusted, the coarse mixture is put into the
moulds by a workman, whose hands are protected by
stout gloves, as the sharp edges of the fragments would
otherwise \round them : the piston is then pressed
down, after which the moveable bed of iron on which the
brick is formed is lowered and taken away with the
AKT OF MAKING BRICKS AND TILES. 17
brick upon it, as it is not sufficiently solid to admit of
being carried in the usual manner. The bricks are
dried on these plates upon floors warmed by flues
passing underneath ; and ivhen dry they are piled in a
circular closed kiln covered with a dome, similar to
kilns in which common fire bricks are burned. About
seven days of hard firing are required for these bricks,
and about the same time for the cooling of the kiln.
One kiln contains 3.2,000 bricks, and consumes 40
tons of coal, half free-burning and half binding. The
price (1859) is 605. the thousand/'* The fracture
of one of these bricks shows irregular particles of quartz,
and the lime which is added acts as a flux, causing them
to agglutinate. These bricks expand by heat, while
bricks made of fire clay contract. Hence they are
useful for the roofs of reverberatory furnaces, and for
parts where solid and compact lining is required. These
siliceous bricks must not be exposed-^ to the actibn of
slags rich in metallic oxides.
7. Fire clay, being an expensive article, is frequently
mixed with burnt clay, often as much as two parts by
weight to one of Stourbridge clay. Broken crucibles,
old fire bricks, and old glass-pots ground to powder are
also mixed with fire clay.
8. Fire clay is found throughout the coal measures,
but that of Stourbridge is considered to be the best, as
it will bear the most intense heat that can be produced
without becoming fused. Next in esteem to those of
Stourbridge are the "Welsh fire bricks, but they will not
bear such intense heat. Excellent fire bricks arc made
at Newcastle and Glasgow. Fire bricks are made near
Windsor, at the village of Hedgerly, from a sandy
• In this year bricks were much cheaper than they have been since.
18 RUDIMENTS OF THE
loam known by the name of Windsor loam, and much
used in London for fire-work, and also by chemists for
luting their furnaces, and for similar purposes.
The relative merits of Windsor, Welsh, Stourbridge,
and other fire bricks, are best shown by their commer-
cial value. The following items, extracted from the
'^ Builders' and Contractors' Price Book for 1868,"
edited by G. E. Burnell, exhibit their relative cost : —
Per 1000.
£ s. d.
Windsor fire bricks . . . .54.0
Wcljh ditto .5 4 0
Stourbridge ditto 7 0 0
Kewcastle ditto 5 5 0
Alloa ditto 5 8 0
Dorset ditto 4 16 0
9. Bricks made of refractory clay, containing no lime
or alkaline matter, are baked rather than burnt ; and
their soundness and hardness depend upon the fineness
to which the clay has been ground, and the degree of
firing to which it has been exposed.
10. It is very seldom that the common clays arc
found to be free from lime and other fluxes ; and wlien
these are present in certain proportions, the silica of
the clay becomes fused at a moderate heat, and cements
the mass together. Some earths are very fusible, and,
when used for brickmaking, great care is requisite in
firing the bricks to prevent them from running together
in the kiln.
11. The earths used for brickmaking near London
arc not clays, but loams and marls. To render these
earths fit for brickmaking, they are mixed with chalk
ground to a pulp in a wash -mill. This eficcts a double
purpose, for the lime not only imparts soundness to the
bricks, acting mechanically to prevent the clay from
shrinking and cracking, but also assists in fusing the
ART OF MAKING BllICKS AND TILES, 19
siliceous particles ; and Avlien present in sufficient quan-
titjj corrects the evil effects of an overdose of sand^ as
it takes up the excess of silica that would otherwise
remain in an uncombined state.
12. It -will be seen from these remarks that we may
divide bricks generally into two classes — baked bricks
^a^L£_ii:Qm_ the refractQiy clays^ and burnt or vitrified
bricks made from the fusible earths.
The fusible earths are the most difficult of treatment^
as there is considerable practical difficulty in obtaining
a sufficient degree of hardness without risking the
fusion of the bricks ; and it will be found that ordinary
kiln-burnt bricks, made from the common clays_, are for
the most part of inferior quality, being hard only on the
outside, whilst the middle is imperfectly burnt, and
remains tender. The superior quality of the London
malm bricks, which are made from a very fusible com-
pound, is chiefly due to the use of sifted breeze, -!= which
is thoroughly incorporated with the brick earth in the
pugmill, so that each brick becomes a kind of fire ball,
and contains in itself the fuel required for its vitrifica-
tion. In building the clamps the bricks are stacked
close together, and not as in ordinary kiln-burning, in
which openings are left between the bricks to allow of
the distribution of the heat from the live holes. The
effect of these arrangements is to produce a steady uni-
form heat, which vitrifies the bricks without melting
them. Those bricks which are in contact with the live
holes or flues melt into a greenish black slag.
13. Cutters, that is, bricks which will bear cutting
and rubbing to any required shape, are made from
sandy loams, cither natural or artificial. In many
• Breeze is a casual mixture of cinders, small coal, and ashes, such as
Is collected by the dustmen.
20 RUDIMENTS OF THE
districts cutters are not made, there being no suitable
material for the purpose. Bricks made from pure clays
containing but little silica are hard and tough, and will
not bear cutting.
14. We now come to the consideration of colour,
which depends on the varying proportions of the
hydrated oxide of iron in the clay, which change
according to the amount of heat to which the bricks
are subjected, and not on their natural colour before
burning. This should be borne in mind, because brick-
makers often speak of clays as red clay, white clay, &c.,
according to the colour of the bricks made from them,
without any reference to their colour in the unburnt
state.
If iron be present in clay without lime or similar
substances, the colour produced at a moderate red heat
will be red, the intensity of colour depending on the
proportion of iron. The bind or shale of the coal mea-
sures burus to a bright clear red. If the clay be
slightly fusible, an intense heat vitrifies the outside of
the mass and changes its colour, as in the case of the
Staffordshire bricks, which, when burnt in the ordinary
way, are of a red colour, which, however, is changed to
a greenish blue by longer firing at a greater heat. The
addition of lime changes the red produced by the oxide
of iron to a cream brown, whilst magnesia brings it to
a yellow. Few clays produce a clear red, the majority
burning of different shades of colour, varying from
reddish brown to a dirty red, according to the propor-
tion of lime and similar substances which they contain.
Some clays, as the plastic clays of Suffolk, Devon-
shire,* and Dorsetshire, burn of a clear white, as may
* The plastic clay of Devonshire and Dorsetshire forms the basis of
the English stone waic. It is composed of about seventy-six parts of
ART OF MAKING BRICKS AND TILES. 31
be seen in the SuflFolk white bricks, which are much
esteemed for their soundness and colour. The London
malms have a rich brimstone tint, which is greatly
assisted by the nature of the sand used in the process
of moulding.
15. By employing metallic oxides and the ochreous
metallic earths, ornamental bricks are made of a
variety of colours , This, however, is a branch of brick-
making which has as yet received very little attention,
although, with the rising taste for polychromatic deco-
ration, it is well worthy of consideration. (See note,
page 270.)
Yellow clampt burnt bricks are made in the vicinity
of the metropolis, and in other* situations where
similar material and fuel are readily obtained. White
bricks are made from the plastic clays of Devonshire
and Dorsetshire, and also Cambridgeshire, Norfolk,
Suffolk, and Essex, as well as in other counties. Red
bricks are made in almost every part of England ; but
the fine red or cutting brick is not generally made.
Blue bricks are made in Staffordshire, and are much
used in that part of England.
Sound and well-burnt bricks are generally of a clear
and uniform colour, and when struck together will ring
with a metallic sound. Deficiency in either of these
points indicates inferiority.
16. Bricks suflficiently light to float in the water were
known to the ancients. This invention, however, was
completely lost until rediscovered at the close of the
silica and twenty-four of alumina, with some other ingredients in very
small proportions. This clay is very refractory in high heats, a property
which, joined to its whiteness when burned, renders it peculiarly valuable
for pottery, &c.
* Yellow clampt burnt bricks are made at Margate, in Kent, from the
patches of plastic clay lying in the hollows of the chalk. The older part
of Margate is built of red bricks said to have been brought from Canter-
bury.
22 RUDIMENTS OF THE
last century by !M. Fabbroni, who published an account
of his experiments. M. Fabbroni succeeded in making
floating bricks of an infusible earth called fossil meal^
which is abundant in some parts of Italy. Bricks made
of this earth are only one-sixth of the weight of common
clay bricks, on which account they would be of great
service in vaulting church roofs, and for similar pur-
poses. Ehrenberg, the eminent German microscopist,
showed that this earth consists almost entirely of the
frustules or siliceous skeletons of vnrious kinds of
minute water plants. (See note, page 271.)
Having thus briefly sketched the leading principles
which should be our guide in the selection of brick
earth, we will now proceed to describe the several pro-
cesses by which it is brought into a fit state for use.
17. Unsoilwg. — Xlie first operation is to remove the
mould and top soil, which is wheeled away, and should
be reserved for resoiling the exhausted workings when
they are again brought into cultivation. In London
the vegetable mould is called the encallow, and the
operation of removing it, cncallowing .
18. Clay -dig fjing and Wcatliering. — The brick earth
is dug in the autumn, and wheeled to a level place pre-
pared to receive it, when it is heaped up to the depth
of^ several feet, and left jthrough the winter months to
be mellowed by the frosts, which break up and ci'umble
thejumps. ^SFtHe commencement of the brickmaking
seasonTwTiich generally begins in April, the clay is
turned over with shovels, and tempered either by spade
labour or in the pugmill ; sufficient water being added
to give plasticity to the mass.
19. J)uring these oi^crations any stones which may
be found must be carefully picked out by hand, which
is a tedious and expensive operation, but one which
ART OF MAKING BRICKS AND TILES. 23
cannot be neglected with impunity^ asjjie-^reeeace of a
pebble in a brick gejiprnllY rnnsps^ \% t,o pynnl^ ip ^^y^'^g:j
anJ makes it shaky and unsound when burnt. If the
earths to be used are much mixed with gravely the only
remedy is to wash them in a trough filled with water,
and provided with a grating sufficiently close to prevent
even small stones from passing through, and by means
of which the liquid pulp runs off into pits prepared to
receive it, where it remains until, by evaporation, it
becomes sufficiently firm to be used. This process is
used in making cutting bricks, which require to be of
perfectly uniform texture throughout their whole sub-
stance J but it is tedious and expensive.
In working the marls of the midland districts, much
trouble is experienced from the veins of skerry or im-
pure limestone with which these earths abound. If a
small piece of limestone, no bigger than a pea, is allowed
to remain in the clay, it will destroy any brick into
which it finds its way. The carbonic acid is driven off
by the heat of the kiln, and forces a vent through the
side of tlie brick, leaving a cavity through which water
finds its way, and the first sharp frost to which such
a brick may be exposed generally suffices to destroy
the face.
20. Gi'inding. — To remedy this serious evil, cast-iron
rollers are now generally used throughout the midland
districts for grinding the clay and crushing the pieces
of limestone found in it, and their introduction has
been attended with very beneficial results. The clays
of the coal measures contain much ironstone, which
requires to be crushed in the same manner.
In many yards the grinding of the clay is made to
form part of the process of tempering, the routine being
as follows : — clay-getting, weathering, turning over and
^se:.-
2i RUDIMENTS OF THE
■wheeling to mill, grinding, tempering, and moulding.
In Staflbrdshire the clay is not only ground, but is also
pugged in the process of tempering, as described in
chap, iv, art. 38 ; the routine is then as follows : —
clay-getting, grinding, weathering, turning over, pug-
[^ ging, moulding.
At a well-mounted brickwork in Nottingham, belong-
ing to Moses Wood, Esq., the clay used in making the
best facing bricks is treated as follows : — it is first
turned over and weathered by exposure to frost ; it is
then again turned over, and the stones picked out by
hand, after which it is ground between rollers set very
close together, and then left in cellars to ripen for a
year or more, before it is finally tempered for the use
of the moulder. The bricks made from clay thus
prepared are of first-rate quality, but the expense of
the process is too great to allow of much profit to the
manufacturer.
21. Washing. — The preparation of brick-earth in the
neighbourhood of London is efi'ected by processes quite
different from those just described. For marl or malm
bricks, the earth is ground to a pulp in a wash-mill, and
mixed with chalk previously grouud to the consistence
of cream ; this pulp, or, as it is technically called,
malm, is run off through a fine grating into pits pre-
pared to receive it, and there left, until by evaporation
and settlement, it becomes of sufiicient consistency to
allow a man to walk upon it. It is then soiled, i.e.
covered with siftings from domestic ashes, and left
through the winter to mellow. At the commencement
of the brickmaking season the whole is turned over,
and the ashes thoroughly incorporated with the earth
in the pugmill. In making common bricks, the whole
of the earth is not washed, but the unwashed clay is
AKT OF MAKING BRICKS AND TILES. Si)
heaped up on a prepared floor, and a proportion of
liquid malm poured over it, after wliicli it is soiled iu
the same way as for making malms.
These processes are well calculated to produce sound,
hard, and well-shaped bricks. The washing of the clay
efiectually frees it from stones and hard lumps, whilst
the mixing of the chalk and clay in a fluid state ensures
the perfect homogeneousness of the mass, and enables
the lime to combine with the silica of the clay, which
would not be the case unless it were in a state of
minute division.
22. There are very few earths suitable in their natural
state for making cutters. They are therefore usually
made of washed earth mixed up with a proportion of
sand. Without the addition of sand the brick would
not bear rubbing, and it would be very difficult to bring
it to a smooth face.
23. It maybe here observed that sufficient attention
is not generally paid to the preparation of brick-earth,
as it too frequently happens that the clay is dug in the
spring instead of the autumn, in which case the benefit
to be derived from the winter frosts is quite lost. The
use of rollers, to a certain extent, counterbalances this;
but bricks made of clay that has been thoroughly
weathered are sounder and less liable to warp in the
kiln.
TEMPERING.
^ 24. The object of tempering is to bring the ptepared
C brick earth into a homogeneous paste, for the use of
^ the moulder.
The old-fashioned way of tempering was to turn the
clay over repeatedly with shovels, and to tread it over
by horses or men, until it acquired the requisite plasti-
city. This method is still practised in many country
2G RUDIMENTS OF THE
yards ; but where the demand for bricks is extensive,
mnplinipry iig ^jminlly prnploypfl, the clay being eithci
^^roMn^JbfitHeenjplIers or jugged in a pugmill. This
latter process is also called grinding, and, therefore, in
making inquiries respecting the practice of particular
localities, the reader should be careful that he is not
misled by the same name being applied to processes
which arc essentially diflFerent.
When rollers are used in the preliminary processes,
the labour of tempering is much reduced. Their use is,
however, most generally confined to the process of
tempering, which is then effected as follows : — The clay,
which has been left in heaps through the winter to
mellow, is turned over with wooden shovels (water
being added as required), and wheeled to the mill,
where it is crushed between the rollers, and falls on a
floor Ijclow them, where it is again turned over, and is
then ready for use.
When the clay is sufficiently mild and free from lime
and ironstone as not to require crusJdng, tempering by
spade labour and treading is generally adopted; but
in the districts where rollers are used, the brick-earths
are generally so indurated that a great proportion could
not be rendered fit for use by the ordinary processes.
The advantages and disadvantages of the use of rollers
are considered at some length in chap. iii. art. 4.
25. In making bricks for railway works, which has
been done lately to an almost incredible extent, con-
tractors are generally little anxious as to the shape or
appearance of the article turned out of the kiln, pro-
vided it be sufficiently sound to pass the scrutiny of the
inspector or resident engineer. As the whole process
of railway brickmaking often occupies but a few weeks
from the first turning over of the clay to the laying of
ART OF MAKING B^vV^LKS ANm TILES. 27
the bricks in the >york, the use of rollers in such cases
is very desirable, as a partial substitute for weathering.
On the line of the Nottingham and Grantham Railway
several millions of bricks have been made as follows : —
The clay is first turned over with the spade, and watered
and trodden by men or boys, who, at the same time,
pick out the stones. It is then wheeled to the mill
and ground ; after which it is turned over a second
time, and then passed at once to the moulding table.
26. Although in many country places, where the
demand for bricks is very small, tempering is still per-
formed by treading and spade labour, the pugmill is
very extensively used near London, and in most places
where the brick-earth is of mild quality, so as not to
require crushing, and the demand for bricks sufficiently
constant to make it worth while to erect machinery.
The pugmill used near London is a wooden tub, in shape
an inverted frustrum of a cone, with an upright revolving
shaft passing through its centre, to which are keyed a
number of knives, which, by their motion, cut and
knead the clay, and force it gradually tlu'ough the mill,
whence it issues in a thoroughly tempered state, fit for
the use of the moulder. Some contend that the pug-
mill is no improvement on the old system of tempering
by manual labour; but, without entering into this ques-
tion, there can be no doubt that it does its work very
thoroughly, and its use prevents the chance of the tem-
pering being imperfectly performed through the negli-
gence of the temperers. In the London brickfields the
process of tempering is conducted as follows : — The
malm, or maimed brick-earth, as the case may be, ia
turned over with the spade, and the soil* (ashes) dug
* Soil, i.e. ashes, must not be confountlcd with soil, vegetable mould,
which is ia some places mixed with strong clay, to render it milder.
c 2
28 ^uDi,y^'^;Ts of the
into itj water being added as may be necessary. It is
then barrowed to the pugmill, and being thrown in at
the top, passes through the mill, and keeps continually
issuing at a hole in the bottom. As the clay issues
from the ejectment hole, it is cut into parallelopipedons
by a labourer, and, if not wanted for immediate use, is
piled up and covered with sacks to prevent it from
becoming too dry.
In Staffordshire steam power is used for driving both
rollers and pugmill, and the case of the latter is usually
a hollow cast-iron cylinder.
MOULDING.
27. A brick-mould is a kind of box without top or
bottom, and the process of moulding consists in dashing
the tempered clay into the mould with sufficient force
to make the clot completely fill it, after which the
superfluous clay is stricken with a strike, and the newly-
made brick is either turned out on a drying floor to
harden, or on a board or pallet, on which it is wheeled
to the hack-ground. The first mode of working is
known as slop moulding, because the mould is dipped
in water, from time to time, to prevent the clay from
adhering to it. The second method may be distinguished
as jt;«//e^ moulding; and in this process the mould is
not wetted, but sanded. These distinctions, however,
do not universally hold good, because in some places
slop-moulded bricks are turned out on pallets.
28. These differences may, at first sight, appear
trivial, but they affect the whole economy of a brick-
work. In slop moulding the raw bricks are shifted by
hand from the moulding table to the drying floor, from
the drying floor to the hovel or drying shed, and from
ART OF MAKING BRICKS AND TILES. 29
the hovel to the kiln. It is therefore requisite that
the works should be laid out so as to make the distance
to which the bricks have to be carried the shortest pos-
sible. Accordingly,* the kiln is placed in a central
situation in a rectangular space, bounded on two or
more sides by the hovel, and the working floors are
formed round the outside of the latter.
In the process of slop moulding the newly-made brick
is carried, mould and all, by the moulder^s boy to the
flat, or drying floor, on which it is carefully deposited ;
and whilst this is being done, the moulder makes a
second brick in a second mould, the boy returning with
the first mould by the time the second brick is being
finished. As soon, therefore, as the floor becomes
filled for a certain distance fi'om the moulding table, the
latter must be removed to a vacant spot, or the distance
to which the bricks must be carried would be too great
to allow of the boy's returning in time with the empty
mould.
29. In pallet moulding but one mould is used. Each
brick, as it is moulded, is turned out on a pallet, and
placed by a boy on a hack-barrow, which, when loaded,
is wheeled away to the hack-ground, where the bricks
are built up to dry in low walls called hacks. One
moulder will keep two wheelers constantly employed,
two barrows being always in work, whilst a third is
being loaded at the moulding stool. When placed on
the barrow, it is of little consequence (comparatively)
whether the bricks have to be wheeled 5 yards or 50 ;
and the distance from the moulding stool to the end of
the hacks is sometimes considerable.
30. The moulding table is simply a rough table, made
* There are, of course, some exceptions; but, where practicable, the
drying floors and hovel are placed close to the kilus.
30 RrDiMEXTs or the
in various ways in different parts of the country, but
the essential differences are, that for slop moulding the
rable is furnished uith a water trough, in which the
moulds are dipped after each time of using; whilst in
pallet moulding, for which the mould is usually sanded
and not wetted, the water trough is omitted, and a page
(see account of Brickmaking as practised in London) is
added, on which the bricks are placed preparatory to
their being shifted to the hack-barrow.
,31. Brick moulds are made in a variety of ways.
Some are made of brass cast in four pieces and riveted
together ; some are of sheet iron, cased with wood on
the two longest sides ; and others again are made
entirely of wood, and the edges only plated with iron.
Drawings and detailed descriptions of each of these
constructions are given in the subsequent chapters. lu
using wooden moulds the slop-moulding process is
almost necessary, as the brick would not leave the sides
of the mould unless it were very wet. Iron moulds are
sanded, but not wetted. Brass, or, as they are techni-
cally called, copper moulds, require neither sanding nor
wetting, do not rust, and are a great improvement on
the common wooden mould formerly in general use.
They, however, are expensive, and will not last long, as
the edges become worn down so fast that the bricks
made from the same mould at the beginning and end
of a season are of a different thickness, and cannot be
used together. This is a great defect, and a metal
mould which will not rust nor wear is still a great desi-
deratum. It is essential that the sides of the mould
should be sufficiently stiff not to spring when the clay
is dashed into it, and it is equally requisite that it
should not be made too heavy, or the taking-off boy
would not be able to carry it to the floor. A common
ART OF MAKING BRICKS AND TILES. 31
copper mould weiglis about 4 lbs., and, with the wet
brick in it, about 12 lbs., and this weight should not
be exceeded.
32. There is a great difference in the quantity of
bricks turned out in a given time by the pallet moulding
and by the slop moulding processes. In slop moulding
10,000 per week is a high average, whilst a London
moulder wiU turn out 36,000 and upwards in the same
period. This arises in a great measure from the cir-
cumstance that in pallet moulding the moulder is
assisted by a clot moulder, who prepares the clot for
dashing into the mould ; whilst in slop moulding the
whole operation is conducted by the moulder alone.
33. In some places the operation of moulding par-
takes both of slop moulding and pallet moulding, the
bricks being turned out on pallets and harrowed to the
hack-ground, whilst the moulds are wetted as in the
ordinary process of slop moulding.
34. The substitution of machinery for manual labour
in the process of moulding has long been a favourite
subject for the exercise of mechanical talent ; but
/ although a great number of inventions have been pa-
■y tented, there are very few of them that can be said to
' be thoroughly successful. The actual cost of moulding
-7 bears so small a proportion to the total cost of brick-
' making, that in small brickworks the employment of
machinery would effect no ultimate saving, and, there-
. fore, it is not to be expected that machinery will ever
( be generally introduced for brick moulding. But in
works situated near large towns, or in the execution of
large engineering works, the case is very different, and
a contractor who requires, say, 10,000,000 of bricks, to
be made in a limited time, for the construction of a
tunnel or a viaduct, can employ machinery with great
32 RUDIMENTS OF THE
advantage. A chapter on brickmaking macliines will
be found in another part of this volume.
35. It has been much discussed by practical men,
f whether bricks moulded under great pressure are better
' than those moulded in the ordinary way. They are of
L denser texture, harder, smoother, heavier, and stronger
than common bricks. On the other hand, it is difficult
to dry them, because the surfaces become over-dried
'. and scale off before the evaporation from the centre is
( completed. Their smoothness lessens their adhesion to
) mortar ; and their weight increases the cost of carriage,
' and renders it impossible for a bricklayer to lay as
many in a given time as those of the ordinary weight.
On the whole, therefore, increased density may be con-
sidered as a disadvantage, although, for some purposes,
dense bricks are very valuable.
36. !Mr. Prosser, of Birmingham, has introduced a
method of making bricks, tiles, and other articles by
machinery, in which no drying is requisite, the clay
being used in the state of a nearly dry powder. The
clay from which floor-tiles and tesserae are made is first
dried upon a slip-kiln,* as if for making pottery, then
ground to a fine powder, and in that state subjected to
heavy pressure t in strong metal moulds : by this means
the clay is reduced to one-third of its original thickness,
and retains sufficient moisture to give it cohesion. The
articles thus made can be handled at once, and carried
direct to the kiln. In some experiments tried for ascer-
taining the resistance of bricks and tiles thus made to
• The sUp-hln is a stone trough bottomed with fire tiles, under which
runs a furnace flue. It is used in the manufacture of potteiy for evapo-
rating the excess of water in the slip, or liquid mixture of clay and ground
flints, which is thus brought into the state of paste.
t It is a common but an erroneous notion, that articles made bv Mr.
Prosser 's process are denser than similar articles made in the common
wav : the reverse is the fact.
ART OF MAKING BRICKS AND TILES. 38
a crushing force, a 9-inch brick sustained a pressure of
90 tons without injury.
37. Mr, Prosser's method offers great advantages for
the making of ornamental bricks for cornices, bas-
reliefs, floor-tiles, tesselated pavements, &c. Screw
presses are used to a considerable extent for pressing
bricks when partially dry, to improve their shape and
to give them a smooth face ; but we have in many in-
stances found pressed bricks to scale on exposure to
frost, and much prefer dressing the raw brick with a
beater, as described in chap. iii. art. 34.
38. The great practical difficulty in making moulded
bricks for ornamental work is the warping and twisting
to which all clay ware is subject more or less in the
process of burning. This difficulty is especially felt in
making large articles, as wall copings, &c. In moulding
goods of this kind it is usual to make perforations
through the mass, to admit air to the inside, without
which precaution it would be impossible to dry them
thoroughly ; for, although the outside would become
hard, the inside would remain moist, and, on being
subjected to the heat of the kiln, the steam would crack
and burst the whole.
The Brighton Viaduct, on the Lewes and Hastings
Railway, has a massive white brick * dentil cornice, the
bricks for which were made in Suffolk after several
unsuccessful attempts to make bricks of still larger size.
The thickness of the bricks first proposed presenting an
insurmountable obstacle to their being properly dried,
their dimensions were reduced, and large perforations
were made in each brick to reduce its weight, and to
enable it to be more thoroughly and uniformly dried ;
* Brick was preferred to stone on account of the expense of the lattei
material.
c 3
31 RUDIMENTS OF mP.
and by adopting this plan the design was successfully
carried into execution.
39. The usual form of a brick is a parallelopipedon,
about 9 in. long, 4i in. broad, and 3 in. thick, the exact
size varying with the contraction of the clay. The
thickness need not bear any definite proportion to the
length and breadth, but these last dimensions require
nice adjustment, as the length should exceed twice the
breadth by the thickness of a mortar joint.
40. Bricks are made of a variety of shapes for par-
ticular purposes, as enumerated in art. 60, chap. iii. The
manufacture of these articles is principally carried on in
the country, the brickfields in the vicinity of the metro-
polis supplying nothing but the common building brick.
41. A point of some little importance may be here
^>dverted, to, viz., is any advantage gained by forming a
hollow in the bed of the brick to form a key for the
mortar ? There are various opinions on this point ; but
we think it may be laid down as a principle, that if it is
useful on one side it will be still better on both, so as to
form a double key for the mortar. In London, the
brick mould is placed on a stock board, which is made
to fit the bottom of the mould ; and the relative positions
of the two being kept the same, no diihculty exists in
forming a hollow on the bottom of the brick, this being
effected by a kick fastened on the stock board. But
this could not be done on the i/pper side, Mhich is
stricken level. In slop moulding, the mould is simply
laid on the moulding stool, or on a moulding board
much larger than the mould, and both sides of the brick
are flush witli the edges of the mould, no hollow being
left, unless the moulder think fit to make one by scoring
the brick with his fingers, which is sometimes done.
When machii\ery is used in moulding, it is equally easy
ART OF MAKING BRICKS AND TILES.
35
to stamp the top aud the bottom of the brick ; and we
have seeiij at the Butterly Ironworks, in Derbyshire,
excellent machine-made bricks of this kind made in
the neighbourhood.
42. Amongst the many inventions connected with
brickmaking which have been from time to time brought
before the public, ventilating bricks deserve attention,
from the facilities they afford for warming and venti-
lating buildings.
The annexed figures show the form of the bricks and
the way in which they are used.
Fig- 1- Fig. 2.
Fig. 1 is a representation of a 9-in. wall, built witn
the ventilating bricks, with one common brick used at
the angle of each com'se.
Fig. 2 is a representation of a 14-in. wall; the half
ventilating brick, being used alternately in the courses,
forms a perfect and effectual boud.
Fig. 3 is an isometrical drawing showing the venti-
lating spaces.
DRYING.
43. The operation of drying the green bricks requires
great care aud attention, as much depends upon the
36 RUUlMEXrS OF TUB
P manner in -which thcv are got into the kiln. The great
I point to be aimed at is to protect them against sun,
1 wind, rain, and frost, and to allow each brick to dry
J uniformly from the face to the heart.
Slop-moulded bricks are usually dried on flats or
drying floors, where they remain from one day to five or
six, according to the state of the weather. "When spread
out on the floor they are sprinkled with sand, which
absorbs superfluous moisture, and renders them less
liable to be cracked by the sun's rays. After remaining
on the floors until suflSciently hard to handle without
injury, they are built up into hacks under cover, where
they remain from one to three weeks, until ready for the
kiln. In wet weather they are spread out on the floor
of the drying shed, and great care must then be taken
to avoid drafts, which would cause the bricks to dry
faster on one side than the other. To prevent this,
boards set edgeways are placed all round the shed to
check the currents of air.
The quantity of ground required for drying bricks in
this manner is comparatively small, as they remain on
the floors but a short time, and occupy little space when
hacked in the hovels. The produce of a single moulding
stool by the slop-moulding process seldom exceeds
10,000 per week, and the area occupied by each stool is,
therefore, small in proportion. Half an acre for each
kihi may be considered ample allowance for the working
floor and hovel.
44. In places where brickmaking is conducted on a
large scale, drying sheds are dispensed with, and the
hacks are usually built in the open air, and protected
from wet, frost, and excessive heat, by straw, reeds,
matting, canvas screens, or tarpaulins ; all of which we
have seen used in difierent places.
'C^
ART OF MAKING BRICKS AND TILES. 37
45. Bricks intended to be clamp burnt are not dried
on flats, but are hacked at once on leaving the moulding
stoolj and remain in the hacks much longer than bricks
intended to be kilned. This is rendered necessary by
the diff'erence between clamping and kilning. In the
latter mode of burning, the heat can be regulated to
great nicety, and if the green bricks, Avhen first placed
in the kiln, be not thoroughly dried, a gentle heat is
applied until this is effected. In clamping, however,
the full heat is attained almost immediately, and,
therefore, the bricks must be thoroughly dried, or they
would fly to pieces. In the neighbourhood of London
a good moulder, Avith his assistants, will turn out from
30,000 to 40,000 bricks per week, and the clamps
contain from 60,000 to 120,000 bricks and upwards.
From these combined causes, the area occupied by
each stool is greater than in making slop-moulded
bricks. In Mr. Bennett^s brick-ground at Cowley, ten
stools occupy twenty acres.
46. At the risk of wearying the patience of the
reader, we recapitulate the leading points on which
depends the difference of area required for each mould-
ing stool in making : —
Slop-moulded brick?, Lacked under London pallet-moulded sand stocks,
cover, and burnt in kilns. burnt in clamps.
Dried one day on flats ... 1st Hacked at once.
^, , » / J • u 1 ifv f Bricks loosely stacked in hacks.
Closely stacked m hacks 17 g ^^^^^^^ ^j j^ ^^^^ 2 l^,;,^^
courses high, placed close 2nd ^^ ^.^^ - fj_ ^ be-
together under cover . . .) [ tween the hacks.
Remain in shed 10 to 16 days 3rd Remain in hacks 3 to 6 weeks.
Rate of production per stool, 1 ... f A gang will turn out 30,000 to
about 10,000 weekly . . .J \ 40,000 per week.
Kiln holds about 30,000 bricks, I [ Clamp contains 60,000 to
and may be fired once in 10 I 5th -^ 120,000 bricks, and bums
days J [ from 2 to 6 weeks.
47. It is scarcely necessary to observe that different
3S RUDIMENTS OF THE
clays require different treatment, according to their
composition, some bricks bearing exposure to sun and
rain without injury, whilst others require to be carefully
covered up to keep them from cracking under similar
circumstances. [See Appendix.]
/* Superior qualities of bricks are generally dressed vriih
a beater when half dry, to correct any twisting or
\ warping which may have taken place during the first
stage of drying.
BURNING.
48. Bricks are burnt in clamps and in kilns. The
latter is the common method, the former being only
employed in burning bricks made with ashes or coal-
dust. It should be observed, however, that the name of
clamp is applied also to a pile of bricks arranged for
burning in the ordinary way, and covered with a
temporary casing of burnt brick to retain the heat ; but
this must not be confounded with close-clamping as
practised in the neighbourhood of London.
49. The peculiarity of clamp burning is that each
brick contains in itself the fuel necessary for its vitrifi-
cation ; the breeze or cinders serving only to ignite the
lower tiers of bricks, from which the heat gradually
spreads over the whole of the clamp. No spaces are
left between the bricks, which are closely stacked, that
the heat to which they are exposed may be as uniform
as possible. It is unnecessary here to go into the
details of clamping, as they are very fully given in
the account of London Brickmaking. [See also Ap-
pendix.]
50. A kiln is a chamber in which the green briclca
are loosely stacked, with spaces between them for the
passage of the heat j and baked by fires placed either
ART OF MAKING BRICKS AND TILES. 39
m arched furnaces under the floor of the kiln^ or in fire
holes formed in the side walls.
There are many ways of constructing kilns^ and
scarcely any two are exactly alike ; but they may be
divided into three classes : —
1st. The common rectangular kiln with fire-holes in
the side walls. This is formed by building four walls
enclosing a rectangular space, with a narrow doorway
at each end, and narrow-arched openings in the side
walls exactly opposite to each other. The bricks are
introduced through the doorways, and loosely stacked
with considerable art, the courses being crossed in a
curious manner, so as to leave continuous openings
from top to bottom of the pile to distribute the heat.
In the lower part of the kiln narrow flues are left, about
8 in. wide and about 2 ft. or 3 ft. high, connecting the
fire-holes in the side walls. The kilns having been
filled, the doorways are bricked up and plastered with
clay to prevent the ingress of cold air ; the top of the
kiln is covered with old bricks, earth, or boards, to
retain the heat, and the firing is carried on by burning
coal in the fire-holes. A low shed is generally erected
on each side of the kiln to protect the fuel and fireman
from the weather, and to prevent the wind from urging
the fires. The details of the management of a kiln are
given in another place, and need not be here repeated.
This kind of kiln is he simplest that can well be
adopted, and is in use in Holland at the present day.
It is the kiln in common use through the Midland
districts.
2nd. The rectangular kiln with arched furnaces.
This consists also of a rectangular chamber ; but difiers
from the first in having two arched furnaces running
under the floor the whole length of the kiln, the furnace
40 RUDIMENTS OF THE
doors being at one end. The floor of the kihi is formed
like lattice-work, with numerous openings from the
furnaces below, through which the heat ascends. The
top of the kiln is covered by a moveable wooden roof,
to retain the heat, and to protect the burning bricks
from wind and rain. These kilns are used in the east
of England.
3rd. The circular kiln or cupola. This is domed over
at the top, whence its name is derived. The fire-holes
are merely openings left in the thickness of the wall,
and are protected from the wind by a wall built round
tlic kiln at a sufficient distance to allow the fireman
room to tend the fires. These cupolas are used in Staf-
fordshire and the neighbourhood, and the heat employed
in them is very great. Drawings of a cupola are given
in chap, iv., with an account of the manner in which
the firing is conducted, and therefore it is unnecessary
to enter here upon any of these details.
51. The usual method of placing bricks in the kiln is
to cross them, leaving spaces for the passage of the heat,
but there are objections to this, as many bricks show
a difl'erent colour, where they have been most exposed
to the heat. Thus in many parts of the country, the
bricks exhibit a diagonal stripe of a lighter tint than
the body of the brick, which shows the portion that
has been most exposed. In burning bricks that require
to be of even colour, this is guarded against by placing
them exactly on each other.
On first lighting a kiln the heat is got up gently, that
the moisture in the bricks maybe gradually evaporated.
AVhen the bricks are thoroughly dried, which is
known by the steam ceasing to rise, the fires are made
fiercer, and the top of the kiln is covered up with
boards, turf, old bricks, or soil, to retain the heat. As
ART OF MAKING BRICKS AND TILES, 41
the heat increases^ the mouths of the kiln are stopped
to check the drafts and when the burning is completed,
they are plastered over to exclude the air, and the fires
are allowed to go out. After this the kiln is, or should
be, allowed to cool very gradually, as the soundness of
the bricks is much injm'ed by opening the kiln too
soon.
Pit coal is the fuel commonly used^ and the quantity
required is about half a ton per 1,000 bricks ; but much
depends on the qiiality of the coal, the construction of
the kiln, and the skill with which the bricks are stacked.
Wood is sometimes used as fuel in the preliminary
stage of firing, but not to a gi'eat extent. In a letter
received on the management of the Sufiblk kilns, the
writer says, " The usual mode of firing bricks in Sufi'olk
is in a kiln. The one near me, belonging to a friend of
mine, is constructed to hold 40,000 ; it is about 20 ft.
long and 15 ft. broad, and is built upon two arched
furnaces that run through with openings to admit the
heat up. The bricks are placed in the usual way for
burning, by crossing so as to admit the heat equally
through, when the whole mass becomes red hot : the
first three or four days, wood is burnt in what is called
the process of annealing ; with this they do not keep up
a fierce fire. After this from 12 to 14 tons of coal are
consumed in finishing the burning. Private individuals
sometimes make and clamp 20,000 or 30,000 without a
kiln ; then there is great waste, and the bricks are not
so well burnt.
52. In the preceding pages we have briefly sketched
the operations of brickmaking, and the principles on
which they depend. In the following chapters the
reader will find these operations described in detail, as
practised in different parts of the country; it need
42 RUDIMENTS OF THE
hardly be said that the illustrations might be greatly
extended, as there are scarcely two counties in England
in which the processes are exactly similar, but this
would lead us far beyond the limits of a Rudimentary
Treatise, and enough is given to show the student the
interest of the subject, and to enable him to think and
examine for himself. If he be induced to do this from
the perusal of these pages, the aim of this little volume
will have been completely fulfilled.
n. TILES.
53. The manufacture of tiles is very similar to that
of bricks, the principal differences arising from the thin-
ness of the ware, which requires the clay to be purer
and stronger, and renders it necessary to conduct the
whole of the processes more carefully than in making
bricks.
54. Tiles are of three classes, viz., paving tiles, roof-
ing tiles, and drain tiles.
Paving tiles may be considered simply as thin bricks,
and require no especial notice.
Roofing tiles are of tsvo kinds : pantiles, which are of
a curved shape, and plaintiles, which are flat, the latter
being often made of ornamental shapes so as to form
elegant patterns when laid on a roof.
Pantiles are moulded flat, and afterwards bent into
their required form on a mould. Plain tiles were
formerly made with holes in them for the reception of
the tile-pins, by which they were hung on the laths ;
but the common method is now to turn down a couple
of nibs at the head of the tile, which answer the same
purpose.
Besides pantiles and plaintiles, hip, ridge, and
ART OF MAKING BRICKS AND TILES. 43
valley tiles, come under the denomination of roofing
tiles ; these are moulded flat, and afterwards bent on a
mould, as in making pantiles.
Draining tiles belong to the coarsest class of earthen-
ware. They are of various shapes, and are made in
various ways. Some are moulded flat, and afterwards
bent round a wooden core to the proper shape. Others
are made at once of a curved form, by forcing the clay
through a mould by mechanical means. Tile-making
machines are now almost universally superseding manual
labour in this manufacture, and many machines of
various degrees of merit have been patented during the
last few years.
55. Besides the above articles, the business of a tilery
includes the manufacture of tiles for malting floors,
chimney-pots, tubular drains, and other articles of
pottery requiring the lathe for their formation. We do
not, however, propose now to enter upon the potter's
art, which, indeed, would require an entire volume, but
shall confine ourselves to the description of the manu-
facture of roofing tiles as made in Staflbrdshire, and at
the London tileries, adding a few words on the making
of tesserae and ornamental tiles as practised by Messrs.
Minton, of Stoke-upon-Trent.
56. In the country it is common to burn bricks* and
tiles together, and as, in most places, the demand for
bricks is not great, except in the immediate vicinity of
large towns, -where the demand is more constant, the
manufacturer generally only makes so many bricks as
are required to fill up the kiln.
Where tliere is a great and constant demand for
bricks and tiles, their manufacture is carried on sepa-
* In some places bricks and lime are burnt together.
4i RUUIMENTS OF THE
rately, and tiles are burnt in a large conical building,
called a dome, which encloses a kiln -with arched fur-
naces. There are many of these in the neighbourhood
of London, and, as we have described them very fully in
the chapter on London Tileries, we need say nothing
further here on this subject.
57. The manufactui-e of draining tiles is one which
daily assumes greater importance on account of the
attention bestowed on agriculture, and the growing
appreciation of the importance of thorough drainage.
Any discussion on the best forms of draining tiles, ot
the most advantageous methods of using them, would,
however, be out of place in this volume. Neither need
we say much on the practical details of the manufacture,
as it is exceedingly simple, and as regards the prepara-
tion of the clay, and the processes of drying and burning,
is precisely similar to the other branches of tile-making.
With regard to the process of moulding, there is little
doubt but that hand moulding will soon be entirely
superseded by machinery ; and the discussion of the
merits of the numerous excellent tile-making machines
now offered to the public, although of great interest to
those engaged in the manufacture, would be unsuitcd to
the pages of a rudimentary work, even were it practi-
cable to give the engravings which would be necessary
to enable the reader to understand their comparative
advantages or defects.* A few words on the principal
features of the manufacture of drain tiles are, however,
required to enable the reader to appreciate its peculiar
character.
58. Bricks, paving tiles, and roofing tiles, are little
required, and seldom manufactured, except in the neigh-
• A few details will be found in the chapter on Brickmaking by
Machinery.
ART OF MAKING BRICKS AND TILES. 45
bourhood of towns or of large villages^ where the demand
is likely to be sufficiently constant to warrant the
erection of kilns, drying sheds, and other appurtenances
of a well-mounted brickwork. If a cottage is to be
rebuilt, a barn tiled, or it may be once in twenty or
thirty years a new farmsteading erected in a rural dis-
trict, it is generally cheaper to incur the expense of
carting a few thousand bricks or tiles than to erect the
plant necessary for making these articles on the spot.
But with drain tiles the case is reversed. They are
most wanted precisely in situations where a brick-yard
would be an unprofitable speculation, viz., in the open
country, and often in places where the cost of carriage
from the nearest brick-yard would virtually amount to
a prohibition in their use, if they cannot be made on
the spot, and that at a cheap rate. What is wanted,
therefore, is a good and cheap method of making drain
tiles without much plant, and without erecting an expen-
sive kiln, as the works will not be required after sufficient
tiles have been made to supply the immediate neighbour-
hood, and therefore it would not be worth while to incur
the expense of permanent erections. The making drain
tiles a home manufacture is, therefore, a subject which
has much engaged the attention of agriculturists during
the last few years, and it gives us great pleasure to
be enabled to give engravings of a very simple and
effective tile-kiln erected by Mr. Law Hodges, in his
brick-yard, and described in the Journal of the Royal
Agricultural Society, vol. v., part 2, from which publi-
cation we have extracted so much as relates to the,
description of this kiln, and the cost of making drain
tiles in the manner recommended by him. [See Ap-
pendix.]
59. We have ali'cady extended this sketch of the
46 RUDIMENTS OF THE
general principles and practice of brick and tile making
beyond its proper limits^ and must therefore pass on to
the practical illustrations of our subject.
The chapter '' On the Manufacture of Bricks and
Tiles in Holland" is reprinted from the third volume of
Weale's " Quarterly Papers on Engineering/' and will
be read with interest on account of the great similarity
of the English and Dutch processes.
The account of brickmaking, as practised at Not-
tingham and the Midland counties, was written from
personal examination of brickworks in the vicinity of
Nottingham, and in the counties of Derby, Leicester,
and Lincoln, and has been carefully revised by a gen-
tleman long connected with one of the principal brick-
works near Nottingham.
The paper " Ou Brickmaking, as practised in the
Staffordshire Potteries/'^ was contributed to this volume
by ;Mr. R. Prosser, of Birmingham, whose name is a
sufficient guarantee for the value of the information
therein contained. The details for this paper were col-
lected by Mr. Prossei-'s assistant, Mr. John Turley, of
Stoke ; and the valuable analyses of brick-earths were
made for Mr. Prosser by ^Mr. F. C. Wrightson, of
Birmingham, at a considerable expense.
The description of brickmaking in the vicinity of
London has been drawn up with great care, and is the
first illustrated accoimt that has yet appeared of the
manufacture of clamp bricks. The drawings accom-
panying this paper, and that on the London Tileries,
arc from the pencil of ^Mr. B. P. Stockman.
Professional engagements preventing a personal exa-
mination of the processes employed in brick and tile-
making in the vicinity of the metropolis, !Mr. Stockman
kindly undertook this task, and to his persevering
ART OF MAKING BRICKS AND TILES. 47
energy and talent we are indebted for a great mass of
practical details embodied in these two chapters.
Lastly, in the Appendix are inserted various par-
ticulars relative to brickmaking which could not have
been introduced in any other part of the volume with-
out interrupting the continuity of the text.
It should be noted that the various prices and esti-
mates given in the following pages, refer to the time at
which the descriptions were given. They are^ of course;
subject to later modifications.
CHAPTER II.
ON THE MANUTACTUKE OF BRICKS AND TILES IN
HOLLAND. By Hyde Clakke, C.E.
L — BRICKS.
The Dutch make a most extensive use of bricks, of
which they have several kinds. Not only are bricks
used for ordinary building purposes, and for furnaces,
but also in great quantities for foot pavements, towing-
paths, streets, and high roads. It may be observed,
that they have of late been used very effectively in this
country for the pavement of railway stations. The
paving bricks, or Dutch clinkers, are the hardest sort,
and are principally manufactured at Moor, a smal vil-
lage about two miles from Gouda, in South Holland.
The brick-fields are on the banks of the river Yssel,
from which the chief material is derived, being no other
than the slime deposited by the river on its shores, and
at the bottom. The slime of the Haarlem Meer is also
extensively used for this purpose, as most travellers
know. This is collected in boats, by men, with long
48 BUDIMEXTS OF THE
poles having a cutting circle of iron at the end, and a
bag-net, with which they lug up the slime. The sand
is also obtained by boatmen from the banks of the river
Maes. It is of a fine texture, and grayish colour. The
hard bricks are made with a mixture of this slime and
sand, but in what proportions I am not informed.
River sand is recognised as one of the best materials
for bricks, and is used by the London brickmakers, who
obtain it from the bottom of the Thames, near "Wool-
wich, where it is raised into boats used for the purpose.
For what are called in France, Flemish bricks, and
which are manufactured in France, Flanders, and on
the corresponding Belgian frontier, river sand is pre-
ferred, and is obliged to be obtained from the Scheldt.
At Ghent, and lower down, a considerable traffic is
carried on in the supply of this material. The quantity
used there is about one cubic foot of sand per cubic
yard.
The slime and sand, being mixed, are well kneaded
together with the feet, and particular attention is paid
to this part of the process. The mixture is then depo-
sited in heaps. The mode of moulding and drying is
similar to that used elsewhere. Paving bricks are
generally about 6 in. long, 4 in. broad, and If in. thick.
Dutch clinks made in England are 6 in. long, 3 in.
broad, and 1 in. thick.
The house bricks and the tiles are made for the most
part at Utrecht, in the province of the same name, from
brick earth found in the neighbourhood. House bricks
are about 9^ in. long, 4^ in. wide, and nearly 2 in. thick.
IL — ERICK-KILyS.
The kilns are built of different sizes, but generally
on the same plan. Sometimes they will take as many
ART OF MAKING BRICKS AND TILES. 49
as 1,200,000 bricks. A kiln for burning 400,000 bricks
at once is represented in the " Memoirs of the Academy
of Sciences of France/^ It is a square of about 33 ft. or
35 ft. long by 28 ft. or 30 ft. wide, closed in with four
walls of brick, 6 ft. thick at the base, and which slope
upwards outside to their extreme height, which is about
18 ft. Some slope also slightly inwards, but in a dif-
ferent direction. DiflFerent plans are nevertheless
adopted with regard to the form of the external Avails,
the great object being, however, to concentrate the heat
as much as possible. In the walls, holes are left for
six flue-holes, and sometimes for eight or ten or twelve.
In one of the walls, in the breadth of the kiln, an
arched doorway is made, about 6 ft. wide and 12 ft.
high, by which the bricks are brought into the kiln.
The arrangements as to the doorway are also subject to
variation. The interior of the kiln is paved with the
bricks, so as to present a level base. The walls are laid
with mortar of the same earth from which the bricks
arc made, and with which they are also plastered in-
side ; yet, notwithstanding the strength with Avliich they
are built, the great power of the kiln fire sometimes
cracks them. The kilns, I would observe, are not usually
covered in, but some of those for baking building-bricks
have roofs made of planks, and without tiles, to shelter
them from the wind and rain. Others are provided
with rush mats, which are changed according to the
side on which the wind bloAvs. The matting also serves
for protecting the bricks against the rain, Avhilst the
kiln is being built up. A shed, or hangar, is put up on
each side of the kiln, in order to contain the peat turf,
or to shelter the fire-tender, and to preserve the fires
against the cfi'ccts of wind. Such being the practice
with regard to roofing, when the bricks are put into the
D
50 RUDIMENTS OF THE
kiloj a layer, or sometimes two layers, of burnt bricks
is placed on the floor, laid lengthwise, about three-
quarters of an inch from each other, and so as to slope
a little from the parallel of the walls, that they may
the better support the upper rows, which arc always
laid parallel to the walls. This layer is covered with
old rush mats, on which are arranged the dried bricks,
which are laid without intervals between them. It is
said that the mats serve to prevent the humidity of the
soil from penetrating to the bricks while the kiln is
beiug filled, which generally takes from about three
weeks to a month. This row of burnt bricks is so
placed as to leave channels or flues of communication
with corresponding openings in the kiln walls. Six
layers of dried bricks having been put down, the next
three rows are made to jut over, so as to shut up the
channels or flues. The layers are thus carried up to
about forty-five in number, the last two being of burnt
bricks, though in some kilns four layers of burnt bricks
are used for closing in. The crevices are secured with
brick earth or clay, on which sand is put ; the door of
the kiln is then closed with one or two thicknesses of
burnt brick, then an interval of about 10 in. or 12 in.
filled in with sand, and this secured with walling, and
by a wooden strut. The object of the sand is to prevent
any of the heat from escaping through the crevices.
It is to be remarked that, in laying the bricks in the
kiln, as they are laid down, a cloth is put over them
and under the feet of the workmen, so as to prevent any
of the sand which might fall oft', from getting down
and blocking up the interval or interstice which natu-
rally remains between each brick, and so interrupting
the passage of the flame, and causing an unequal heat
or combustion in the kiln.
The kiln being filled, a sufficient quantity of peat turf
ART OF MAKING BRICKS AND TILES. 51
is introduced into the flues, of wliicli one end is closed
up with burnt bricks, and the turf is set fire to. The
turf used is from Friesland, which is reckoned better
than Holland turf, being lighter, less compact, and less
earthy, composed of thicker roots and plants, burning
quicker and with plenty of flame, and leaving no ash.
The general time in Holland during which the supply
of turf by the flues is kept up, is for about four-and-
twenty hours, taking care at first to obtain a gradual
heat, and supplying fresh turf about every two hours.
The fireman, by practice, throws the turfs in through
the small fire openings, and as far in as he judges
necessary. TMien one side has thus been heated, the
flue openings are closed, and the other ends opened for
four-and-twenty hours, and supplied with fuel; and this
alternate process is kept up for about three or four
weeks, the time necessary to burn large bricks. In
some kilns, however, the fire is kept up for five or six
weeks, depending upon their size and the state of the
weather. A fortnight or three weeks is, however,
sometimes enough for the clinkers.
The burning having been concluded, about three
weeks arc allowed for cooling. It generally happens
that the mass of brick sinks in in some places, arising
partly from the diminution of volume produced by
burning, and partly from the melting of some of the
bricks which have been exposed to too great heat.
The quolity of the bricks depends upon the degree
of bm-ning to which they have been subjected. Those
from about a third from the middle of the top of the
kiln, or near the centre, are black, very sonorous, com-
pact and well shaped, breaking with a vitrified fracture.
These are generally employed for cellars, rescrvc;rs,
and cisterns, and are most esteemed.
D 2
52 RUDIMLMS OF THE
III. — TILES.
The tiles manufactured in Holland are flat, hollow, S
shaped, or \nth a square opening in the middle to let
in a pane of glass, being much used for lighting lofts
and garrets all over the Low Countries. They are
cither red, grey, or blue, or glazed on one side only.
The flat paving tiles are about 8^ in. square by 1 iu.
thick; they are used principally for cisterns and for
bakers' ovens. The clay for tiles, it is to be noted, is
in all cases more carefully prepared than that for bricks,
being groimd up wet in a pugmill or tub, with a shaft
carrying half a dozen blades. By this means, roots,
grass, kc, are got rid of. The clay comes out of the
pugmill of the consistence of potters' clay, and is kept
under a shed, where it is kneaded by women, with their
hands, to the rough form of a tile, on a table dusted
with sand. These pieces are carried off to the moulders,
who are two in number, a rough moulder and a finisher.
The tiles are then dried under sheds, and afterwards in
the Sim. "With regard to the flat paving tiles, they are
at first rough-moulded about an inch larger than the
subsequent size, and a little thicker, and then laid out
to dry under a shed, until such time as the thumb can
hardly make an impression on them. They are then
taken to a finishing-mouklcr, who, on a table quite level
and slightly dusted with sand, lays one of the tiles, and
strikes it twice or thrice with a rammer of wood larger
than the tile, so as to compress it. He then takes a
mould of wood, strengthened with iron and with iron
cutting edges, and puts it on the tile which he cuts to
the size. The mould is of course wetted each time it is
used. The tiles are then regularly dried. In Switzer-
and and Alsace an iron mould is used.
ART OF MAKING BRICKS AND TILES.
IV.— TILE-KILNS.
The tile-kiln is generally within a building, and about
16 ft. long (in ordinary dimension), 10 ft. wide, and
10 ft. high. The walls are from 4| ft. to 5 ft. thick,
secured outside with great beams, and so secured to-
gether as to form a square frame. Some of the largest
of them are pierced with four flue-holes, as in brick-
kilns ; but the flues are formed by a series of brick
arches, about 2| ft. wide by 16 in. high. The opening
of the flue-hole is about 10 in. by 8 or 9 in. high. On
their upper surface, these series of arches form a kind
of grating, on which the tiles are laid. The kiln is
covered in at top with a brick arch, pierced with holes
of difl'erent sizes. The kilns are charged from an open-
ing which is constructed in one of the side walls, which
opening is, of course, during the burning, blocked up
and well secured. The fuel used is turf, as in the brick-
kilns, and the fire is kept up for forty hours together,
which is considered enough for the burning. Three
days are then allowed for cooling, and they are after-
wards taken out of the kiln . Those tiles which arc to
be made of a greyish colour are thus treated. It having
been ascertained that the tiles are burnt enough, and
while still red hot, a quantity of small fagots of green
alder with the leaves on is introduced into each flue.
The flue-holes arc then well secured, and the holes in
the roof each stopped with a paving tile, and the whole
surface is covered with 4 in. or 5 in. of sand, on which
a quantity of water is thi'OAvn, to prevent the smoke
from escaping anywhere. It is this smoke which
gives the grey colour to the tiles, both internally and
externally. The kiln is then left closed for a week, when
the sand is taken off the top, the door and roof-holes
51 RUDIMENTS OF TDE
are opened^ as also the flue-holes^ aud the charcoal
produced by the fagots taken out. Forty-eight hours
after^ the kiln is cool enough to allow of the tiles being
taken out, and the kiln charged again. AVhenever any
of the tiles are to be glazed, they are varnished after
they are baked ; the glaze being put on, the tiles are
put in a potter's oven till the composition begins to
run. The glaze is generally made from what are called
lead ashes, being lead melted and stirred with a ladle
till it is reduced to ashes or dross, which is then sifted,
and the refuse ground on a stone and resifted. This
is mixed with pounded calcined flints. A glaze of
manganese is also sometimes employed, which gives a
smoke-brown colour. Iron filings produce black ;
copper slag, gi'een ; smalt, blue. The tile being wetted,
the composition is laid on from a sieve.
The manufacture of tiles, as already observed, is
principally carried on near Utrecht, in the province of
Holland, which, like most of the great cities of Hol-
land, has facilities for the transportation of its produce
by water communication all over the country.
Gouda is a great seat of the pottery and tobacco-pipe
manufactures, of which formerly Holland had a virtual
monopoly, with regard to foreign trade, exporting largely
Delft ware, Dutch porcelain, tobacco-pipes, bricks,
Flanders' bricks, painted tiles, and paving tiles. The
manufacture of painted tiles, for the decoration of the
old fireplaces, was very extensive; and an infinite variety
of designs, principally on Scripture subjects, employed
many humble artists. This, however, is almost of the
past. The manufacture of tobacco-pipes was another
great business, suitable to the consumption of tobacco
by the Netherlandcrs. Gouda alone had, at one
time, as many as 300 establishments for the pro-
ART OF MAKING BRICKS AND TILES. 55
duction of this article of trade. The manufacture of
tobacco-pipes is still a large manufacture in England,
much more considerable than is generally supposed ;
while manufactures of bricks and porcelain constitute a
staple means of employment for many thousands of
our population
A great part of these descriptions, it -will be seen,
strictly apply to our own practice, and are trite enough
and trivial enough ; but in matters of this kind, there
is nothing lost by being too minute, and it is always
safe. In the present case, it is worth knowing these
things, for the sake of knowing that there is no
difference.
CHAPTER III
BEICKMAKING AS PRACTISED AT NOTTINGHAM.
1. The mode of making bricks at Nottingham and
the neighbourhood presents several peculiarities, of which
the principal are : —
1st. The use of rollers for crushing the brick-earth.
2nd. The use of copper moulds.
3rd. The hacking of the bricks under cover.
2. The use of copper moulds is not confined to the
immediate neighbourhood of Nottingham, but has been
for some years gradually extending to other districts,
and will probably, sooner or later, become general
throughout the country for the manufacture of superior
qualities of bricks.
3. It may be proper here to say a few words on the
object of grinding the clay, so generally practised
throughout Staffordshire, Derbyshire, Nottinghamshire,
and Lincolnshire, and probably in many other places.
Ob RUDIMENTS OF THE
1)1 mauy brickworks the earth used is not pure clay,
but a very hard marl, which cannot be brought into a
state of plasticity by the ordinary processes of weather-
ing and tempering without bestowing upon it more
time and labour than would be repaid by the value of
the manufactured article. The expedient of grinding
is, therefore, resorted to, which reduces the earth to any
state of fineness required, according to the number of
sets of rollers used, and the gauge to which they are
worked, all hard lumps and pieces of limestone,* which
would otheinvise have to be picked out by hand, being
crushed to powder, so as to be comparatively harmless.
4. The advantages and disadvantages of the use of
rollers may be thus briefly stated, —
1st. A great deal of valuable material is used which
could not be made available for brickmaking by
the ordinary processes.
2nd. The process of grinding, if properly con-
ducted, greatly assists the operations of the
temperer by bringing the earth into a fine state,
quite free from hard lumps.
On the other hand :
The facilities afforded by the use of rollers for working
up everythiny that is not too hard to be crushed by
them, induce many brickmakers to make bricks without
proper regard to the nature of the material. A common
practice is to work the rollers to a wide gauge, so that
comparatively large pieces of limestone are suff'ered to
pass through without being crushed by them. Where
this has been the case, it need hardly be said that the
bricks are worthless. They may appear soimd, and
* It may be necessary to explain, that all pebbles and hard stones must
be picked out by hand before grinding ; where the brick earth used is
much mixed with gravel, the only resource is the use of the waeh-milL
ART OF MAKING BRICKS AND TILES. 57
may have a tolerable face, but rain and frost soon destroy
them, and, in situations where they are exposed to the
weather, they will become completely perished in a very
few years.
5. The following description of the mode of making
bricks at Nottingham will apply pretty faithfully to the
practice of the brick-yards for many miles round. It
will, of course, be understood that in no two yards is
the manufacture carried on in exactly the same way ;
there being diflFerences in the designs of the kilns, the
arrangement of the buildings, and other points of
detail, which may be regulated by local circumstances,
or which, from the absence of any guiding principle,
may be left to chance ; the general features, however,
are the same in all cases.
6. Brick-earth. — The brickmakers of Nottingham
and its immediate vicinity derive their supplies of brick-
earth from the strata of red marl overlying the red
sandstone on which the town is built, and which in its
turn rests on the coal-measures, which make their
appearance at a short distance to the west of the town.
The banks of the river Trent present many good
sections of these strata, as at the junction of the rivers
Trent and Soar ; where they are pierced by the Red
Hill tunnel, on the line of the Midland Railway ; and
at Radcliff-on-Trent, where they form picturesque cliffs
of a red colour covered with hanging wood j and they
are exposed to view in many places in the immediate
vicinity of Nottingham, as in the cutting for the old
road over Ruddington Hill, in the Colwick cutting of
the Nottingham and Lincoln Railway, and Goose Wong
Road, leading to Mapperly Plains.
The marl abounds with loose and thin layers of skerry,
or impure limestone, and in many places contains veins
D 3
58 UUDIMEXTS OF THE
of gypsum, or, a-5 it is called, plaster stone, which are
extensively worked near Newark, aud other places, for
the raauufactm*e of plaster of Paris.
The water from the wells dug iu these strata is
strongly impregnated with lime.
7. The colour of the bricks made at Nottingham and
in the neighbourhood is very various. For making red
bricks the clay is selected with care, and particular beds
only are used. For common bricks the earth is taken
as it comes, and the colour is veiy irregular and unsatis-
factory, varying from a duU red to a dirty straw colour.
Some of the marl burns of a creamy white tint, and
has been lately used with much success in making
ornamental copings aud other white ware.
8. In the manufacture of common bricks no care is
taken in the selection of the clay, and it is worked up
as it comes to hand indiscriminately, the great object
'f the manufacturer being to clear his yard ; the same
price being paid for all clay used, whatever its quality.
Stones and pebbles are picked out by hand, but the
pieces of limestone are generally left to be crushed by
the rollers, and much bad materitd is worked up iu this
v.ay which could not be made use of if the tempering
were effected by treading and spade labour only.
There are, however, many beds which are sufficiently
free from limestone not to require grinding, and when
these arc worked the rollers are not used.
9. For front bricks, and the superior qualities, the
clay is selected with more or less care, receives more
preparation previous to grinding, is gi'ound finer, and
is sometimes left to mellow in cellars for a considerable
time before using.
10. For making rubbers for gauged arches, the clay
is carefully picked, aud run through a wash-mill into
ART or MAKING BRICKS AND TILES. 59
pits, where it remains until by evaporation and settle-
ment it has attained a proper degree of consistency.
The clay for this purpose is generally mixed with a cer-
tain quantity of sand to diminish the labour of rubbing
the bricks to gauge, the proportion varying according
to the quality of the clay. The sand used for this
purpose is the common rock sand, which burns of a
red colour.
11. The clay immediately near the town of Notting-
ham is not well suited for making roofing tiles, the
ware produced from it being generally very porous.
This statement, however, is not to be taken without
exceptions, as there is plenty of suitable clay for the
purpose within a few miles' distance.
12. The old houses in Nottingham are built with very
thin bricks, much of the old brickwork gauging lOi in.
to 4 courses in height, including mortar joints. These
bricks are of a dark red colour, and were from works
that have been long since abandoned. The bricks now
made are much thicker, the walls of many new build-
ings gauging 21 in. to 7 courses iu height, or about
13| in. to 4 courses in height, including mortar joints.
The common bricks ai'e of a very uneven colour, which
arises partly from the manner iu which they are set in
the kiln, and partly from the want of care in selecting
the clay, and the quantity of limestone ground up with
it. From this circumstance the fronts of many of the
new buildings have a mottled appearance, which is
extremely unsightly.
GENERAL ARRANGEMENT OF A BRICKWORK.
13. The brick-yards from which the town of Not-
tingham is at present supplied are situated on the
slopes of a small vaDey along which runs the public
CO
RUDIMENTS OF THE
road firom Nottingham to Southwell, aud, being situ-
ated on the sides of the hills, great facilities exist for
draining the workings and for bringing the ground into
cultiration again after the clav has been exhausted.
14. The proprietor of a brickwork usually rents the
required land from the owner of the soil, at a price per
acre, and in addition to the rent pars for aU clay dug,
whatever its quality, at a set price per thousand bricks
made and sold, exclusive of those used for the erection
and repairs of the buildings and works.
ART OF MAKING BRICKS AND TILES. Gl
15. The arrangement of the several buiklings varies
Tvith each yard more or less; but tlie prmciple on
which they are laid out is the same in all cases, viz., to
advance towards the kiln at each process, so as to avoid
all unnecessary labour. This will be understood by
inspection of fig. 1, which, it must be understood, is not
an exact representation of a particular brickwork, but a
diagram to explain the principle of arrangement usually
followed. The pits from which the clay is dug are at
the rear of the works, and at some little distance from
them is placed the clay-mill, which, to save labour in
wheeling the clay, is shifted from time to time as the
workings recede from the kiln by the exhaustion of the
clay. This is, however, not always done, as, where the
mill has been fixed in a substantial manner, the saving
in labour would not repay the cost of re-erection.
The hovel or drying shed generally forms two sides
of a rectangular yard adjoining the public road, the
kiln being placed as close to the hovel as practicable,
and the working floors or flats in the rear of the latter.
By this concentration of plan, the distance to Avliich
the bricks have to be carried between the successive
processes of moulding, drying, hacking and burning is
reduced to a minimum, which is an important point to
be attended to, as the raw bricks are shifted by hand
and not harrowed.
As it is not always possible to obtain a supply of
water at those parts of the works where it is wanted
to be used, a water-cart* is kept at some yards for this
purpose, the supply being taken from a pond into which
the drainage of the works is conducted.
• The water-cart is seldom used, except where the water has to be
fetched a considerable distance — indeed rarely, bat in times of drought.
It is usually carried, in the yard, in buckets with yokes, as in the time of
Pharaoh.
C2 RrDIMEXTS OF THE
The goods for sale arc stacked in the open part of
the yard as near the public road as practicable.
16. Clay-Mill. — The machinery used in grinding the
clay is very simple. The clay-mill consists of one or
more pairs of cast-iron rollers, set very close together
in a horizontal position, and driven by a horse who
walks in a circular track, and, by means of the beam to
which he is attached, puts in motion a horizontal bevelled
dri^-ing-wheel placed at the centre of the horse track.
A horizontal shaft connected at one end with one of
the rollers by a universal joint, and having a bevelled
pinion at the other end, communicates the motion of
the driving-wheel to the rollers by spur-wheels keyed
on their axles. The clay is tipped in a wooden hopper
placed over the rollers, and passing slowly between the
latter falls on a floor about 8 feet below them, where
it is tempered for the moulder.
17. The common clay-mill has only one set of rollers,
but the addition of a second set is a great improvement.
In this case the bottom rollers arc placed almost in
contact with each other, and should be faced in the
lathe to make them perfectly true. If only one set be
used this is a useless expense, as the gauge to which
thev are worked is too wide for anv advantage to be
derived from it.
18. Figures 2, 3, 4 represent a one-horse mill with
a single pair of rollers 18 in. in diameter, and 30 in.
long, manufactured by Messrs. Clayton and Shuttle-
worth, of Lincoln, who kindly furnished the drawings
from which the engrarings have been made. The
detailed description of the several parts will be found
iu art C9.
ART OF MAKING BRICKS AND TILES.
Fig. 2
63
64
EE,
RrDIMENTS OF THE
Fig. 3.
\^.
3
smrr'
I
I
i
[
/
y
ART OF MAKING BRICKS AND TILES. 65
Fkj.4..
EkM'^M
\
,;/''
--
--S ^
-
'\^
'>
o~
1
lo-
/
-
.'-'
U (M
p**l
!-
This is a very good mill, of simple construction, and
not expensive, the cost when ready for fixing (exclusive
of foundations and brickwork) being .€35.
It cannot be too strongly insisted upon that the
machinery should be boxed up close, so as to prevent
stones or clay from clogging the wheels, as where this
66 RUDIMENTS OF THE
is not done the macliinery will unavoidably become
deranged in a very short time.
19. In many yards, the horse-track is raised to the
level of the top of the hopper, so that none of the
machinery is exposed. A very good arrangement of
this kind is shown in fig. o, of which a detailed descrip-
tion is given in art. 69.
20. The quantity of work performed will of course
vary greatly, accordiug to the distance between the
rollers and the consequent fineness to which the clay is
ground. One mill will grind sufficient clay to keep six
moulders fully employed, and therefore there are very
few yards in which the rollers are constantly in work.
21. The length of time during which a clay-mill will
last in good working condition is chiefly regulated by
the wear of the rollers. If the iron is of very imiform
quality, and care be taken to pick out all the pebbles
from the clay, a pair of rollers will last many years.
The other parts of the machinery will last vriih care for
an indefinite length of time.
22. JVash-mUL — The wash-mill is used only in the
manufacture of arch bricks, and does not differ from
that used in other places. The only one visited by the
author consists of a circular trough, lined with brick-
work, in which the clay is cut and stirred up with
upright knives fastened to a horse-beam. From this
trough, the slip runs through a grating into a brick
tank, where it remains until by evaporation and settle-
ment it becomes sufficiently consolidated for use.
23. The Pug-mill is not used in the Nottingham*
brick-yards ; the tempering of the clay, after grinding,
being effected by treading and spade labour. Instead
of the clay being tempered directly after grinding, it is
* It i^, however, used in the neighbourhood.
ART OF MAKING BUICKS AND TILES.
67
08
RUDIMENTS OF THE
sometimes deposited to ripen iu damp cellars for a year
or more. This is done for the best bricks only.
24. The Moulding Sand used is tlie common rock
sand, which burns of a red colour. In making white
bricks this is a great disadvantage, as it causes red
streaks, which greatly injure their colour. The sand is
only used to sprinkle upon the table to prevent the clay
from adhering thereto, end therefore sand with a sharp
grit is preferred.
25. The Moulding Table is shown in fig. G. It is
Fiff. 6.
ART OF MAKING BRICKS AND TILES. 69
furnislied with a sand-box^ wliicli is sometimes fixed to
the table, as shown in the cut, and sometimes detached,
and with a water-box, in which the moulder dips his
hands every time he moulds a brick. In the operation
of moulding, the moulder stands in front of the table,
with the Avater-box immediately in front of him, the
tempered clay at his right hand, and the sand-box at
his left. A sloping plank is placed at one end of the
table to enable the boy who brings the clay from the
temperer to deposit it more conveniently on the table.
The boy who takes oflF the newly-made bricks^ and
brings back the empty mould, stands on the side of the
table opposite the moulder, to the right of the water-
box, in which he washes his hands after each journey,
to prevent the clay from drying on them.
The cost of a moulding table varies according to the
care with which it is made. Such a one as shown in
the cut will cost about 20*., and will last, with occasional
repairs, for several years. The part where the brick is
moulded soon becomes worn, and has to be cased as
shown in the cut. This casing extends over the part
where the brick is taken off by the carrier boy ; but, as
the wear is not uniform over this space, the casing is in
two or more pieces, the part where the brick is moulded
wearing much faster than the others, and requiring
renewal sooner.
It is of importance that the drippings from the table
should not fall on the drying floor, as they would render
it slippery and unfit for use ; a rim is therefore placed
at one end, and along a part of one side of the table,
and the opposite side is furnished with a kind of apron
and gutter, by means of which the slush is conducted to
a tub placed under one corner of the table, but which ia
not shown in the cut.
'0
RrDIMENTS OF THE
Fig.l.
26. Brick Moulds. — Until lately the moulds used
Avere made of wood, but these have been almost entirely
superseded by brass, or, as they are technically called,
copper, moulds.
There are several
diflferent ways in
which these moulds
are made. Some-
times the brass work
is merely an inside
lining, screwed to a
wooden mould; but
the best construction
appears to be that
shown in fig. 7, in which the mould is of brass, cast in
four pieces, and riveted together at the angles, the wood-
work being in four distinct pieces and attached to the
brass mould by the angle rivets. These moulds are
costly, and formerly a pair of moulds cost .€2, but they
may now be had for £1 5*. the pair.
It will be seen, by reference to the engraving, that the
brass overlaps the woodwork all round the mould on
each side, and these portions of the mould wear away
very rapidly, so that the bricks made at the close of the
season are considerably thinner than those made at its
commencement. This renders it necessary to renew the
projecting rims from time to time as they become worn
down with use, and this will require to be done every
season if the mould has been in constant use. It is an
expensive operation, as the new rim has to be brazed on
to the old part, and this must be done with great nicety,
and so as to make a perfectly flush joint on the inside
of the mould, or the latter would be rendered useless.
The cost of plating a pair of moulds is nearly the same
ART OF MAKING BRICKS AND TILES. 71
as their original cost^ 20^. being charged for the opera-
tion^ and therefore it would be preferable to use the
moulds until they are quite worn out^ and then to replace
them with new ones.
27. The use of copper moulds is confined to the
making of building bricks_, and quarries for paving
floors^ their weight and great cost preventing their
employment for larger articles.
28. The mould has no bottom as in the London
practice^ nor is it placed upon a raised moulding board
as in Staffordshire ; but rests on the moulding table
itself, the top and bottom beds of the brick being formed
at two distinct operations with a little instrument called
a plane.
29. The Plane, fig. 8^ is usually
made 9 in. long by 3 in. broad, //O^^"^
with a handle at one end. Its use
is to compress the clay in the
mould, and to work over the top
and bottom beds of the brick to
give them an even surface.
The strike is not used at Nottingham.
30. The Flats, or working floors, are prepared with
care, by levelling and rolling, so as to make them hard
and even, and are laid out with a slight fall, so that no
water may lodge on them. They are well sanded, and
constant care is requisite to keep them free from weeds.
Their usual width is about 10 yards. In unfavourable
weather a single moulder will sometimes have as many
as 7,000 bricks on the flats at once, for which an area
of from 300 to 400 superficial yards will be required.
This, however, is an extreme case, and in good drying
weather a moulder does not require more than half that
extent of floor, or even less than this.
72 RUDIMENTS OF THE
31. 77ie Hovel f or drying shed, in which the bricks
arc hacked, is generally built in the roughest and
cheapest manner possible, with open sides and a tiled
roof, supported by wooden posts or brick piers; the
width of the hovel is about 18 ft., or rather more than
the length of a hack, but the eaves are made to project
a couple of feet or so beyond this distance, in order to
give additional shelter from the rain, for which reason,
as well as for the sake of economy, the eaves are carried
down so low as to make it necessary to stoop to enter
the shed.
Some of the hovels have flues under the floor, the
fire-places being placed in a pit sunk at one end of the
hovel, and the chimney at the opposite end. These
flues are made use of when the demand for bricks is
so great that sufficient time cannot be allowed for dry-
ing in the open air, and also during inclement seasons.
The sides of the hovel are then walled up with loose
brickwork to retain the heat. No specific rule can be
given for the relative sizes of the hovel and the drying
floor. The common practice appears to be to make
them of the same length, which allows ample room,
and enables the moulder to keep a portion of his shed
always available as a drying floor when the weather is
too wet to allow of the bricks being laid out on the
flats. "When this is the ease the moulder protects the
raw bricks from drafts, by surrounding them with a
skirting, so to speak, of planks. This is a very neces-
sary precaution, for the currents of air from different
parts of the shed would cause the bricks to dry un-
equally, and they would crack and become unsoimd.
Matting is frequently hung up at the sides of the hovel
for this purpose, and is also much used in some yards
to prevent the finer clays, when tempered, from drying
ART OF MAKING BRICKS AND TILES.
73
too rapidly where cellars are not provided for that
purpose.
32. The above description applies to the ordinary
hovel, but the best front bricks are dried wholly under
cover in a brick hovel inclosed by walls on all sides,
and furnished with flues, by which the place is kept
at a regular temperature. The expense, however, of
conducting the whole of the drying under cover in
this manner is too great to allow of its general adop-
tion.
33. The claiyper, fig. 9, Fig. 9.
is simply a piece of board
12 in. by 6 in. with a
handle on one side. It
is used to flatten the sur-
faces of the bricks as
they lie on the floors,
and the bricks are also
beaten with it during the process of hacking, to correct
any warping which may have taken place in the first
stage of drying.
34. Dressing Bench. — Fig. 10.
Fig. 10. This is simply a
stout bench, to which is
fitted a plate of cast-iron,
on which the best front
bricks are rubbed or j^o-
lishecl, to make them per-
fectly true and even; the
workman, at tlie same time,
beating them with a wedge-shaped beater, tipped with
iron, called a dresser, fig. 11. This operation toughens
the brick, corrects any warping which may have taken
place, and leaves the arrises very sharp.
£
74 RUDIMENTS OF THE
^'9- 11- 35. Machinery for
pressing Bricks. — In
some yards screw
presses are used for
pressing front bricks,
and with considerable
success. It is, however,
questionable whether
they are as durable as
those dressed by liana. In making machinery for this
purpose the great desiderata are, 1st, to make the metal
mould in which the brick is compressed so strong that
it shall not spring on the application of the power; and,
2nd, that the piston shall exactly fit the mould : when,
from bad workmanship or long use, this is not the case,
the clay is forced between the piston and the mould for
a short distance, leaving a slightly-raised edge all round
the side of the brick.
3G. V\'e do not propose here to enter upon a com-
parison of the respective merits of machine-pressed
bricks and those dressed by hand. The operation of
dressing on the bench requires an experienced work-
man, whilst a common labourer can use a machine.
For this reason machine-pressed bricks can be pro-
duced much cheaper than those dressed by hand,
and there is little inducement to employ the latter
process.
37. Kiln. — The kilns vaiy considerably as regards
their dimensions and constructive details, but they are
all built on the same principle.
Tlie kiln shown in figs. 12, 13, 14, 15, 16, and 17, is
a good one, though rather weak at the angles, and
will convey an idea of the general construction. (See
chap, ix.j page 210.1^
AKT OF MAKING BRICKS AND TILES.
75
Fig. 12.
It consists of four npriglit walls, inclosing a rectangu-
lar chamber. The floor is sunk about 4 ft. below the
general surface of the ground, and is not paved. The
doorways for setting and drawing the kiln are merely
narrow openings at the ends of the kiln, raised a step
above the ground, and about 5 ft. from the floor. The
fire-holes are arched openings opposite each other on
the sides of the kiln, lined with fire bricks, which require
to be renewed from time to time, generally every season.
The width of these holes is reduced to the required space
.e2
76
RUDIMENTS OF THE
by temporary piers of brickwork, so as to leave a
narrow opening about 8 in. wide and about 3 ft. hio-h.
This will be understood by reference to fig. 12, in which
Fig. 13.
r^'H"
W
Fig. 14.
- 1'
.0 At
-^-^.
:^l^
ART OF MAKING BRICKS AND TILLS.
//
Fig. 15.
Fig. 16.
^3^
Fig. 17.
the dark shading shows the fire-brick lining, and the
unshaded parts the temporary piers.
On each side of the kihi a pit is sunk to the level of
the floor, and covered with a lean-to roof, which protects
the fuel and the fire-man from the weather, and prevents
the wind from setting against the fires. The avails of
the kiln are about 3 ft. thick, and are built of old bricks,
rubble stone, and the refuse of the yard. No mortar is
used, as the use of lime would destroy the brickwork,
78 RUDIMENTS OF THE
under the intense heat to which the walls are exposed.
The bricks are therefore set in loam or fire-clay, if it
can be readily procured. The fire-bricks for lining the
fire-holes are sometimes brought from Ilkeston, where
excellent fire-clay is worked, but it is most common to
make them at the yards with such clay as can be got
in the neighbourhood, which answers pretty well. This
clay is brought from the neighbouring collieries, and
is obtained when sinking shafts ; there is no fire-clay
at any of the Nottingham yards.
38. Instead of being built with walls of parallel
thickness, resting on arches, as in the example just
described, some kilns are built with walls of great
thickness at bottom, and diminishing by set-ofis until,
near the top of the kiln, they are comparatively thin.
Many kilns also are provided with massive buttresses
at the angles, with the intention of counteracting
the tendency which the walls have to lift themselves
with the heat.
Very great care is requisite in drying a newly-built
kiln, or the walls will be cracked at the first firing, and
the thicker the walls the greater the care necessary.
39. So long as the brickwork is sufficiently thick to
retain the heat, no purpose is attained by increasing
the strength of the walls, unless they are made so
massive that they are unaffected by the heat externally,
and heavy enough to counteract the Vijting cause by the
expansion of the sides exposed to the fire. In the one
case the walls expand bodily with the heat, forming
large and dangerous cracks ; in the other, separation
takes place between the inside and outside of the walls,
from the expansion of the parts most exposed to the
heat, and the kiln soon requires relining.
40. The kiln shown in figs. 12 to 17 is an example
ART OF MAKING BRICKS AND TILES. 79
Fig. IS.
of the mode of building with -walls of the same thick-
ness top and bottom ; that shown in fig. 18 is one of a
more massive construction^ and has buttresses at the
angles. The upper part of this kiln is formed by build-
ing, in a temporary manner, a thin parapet roimd the
inside of the top of the walls, about a couple of feet in
height. This expedient is often resorted to for the sake
of increasing the capacity of a kiln at a small expense.
41. Some of the kilns are provided with a Hight of
steps by which access is obtained to the top, in others
ladders are used for this purpose. Many of the kilns
have also a kind of light fence round the top, made of
rough poles. This serves as a protection from falling,
and as a scaffold to which screens may be hung in
windy Aveather to keep the wind from setting on the
top of the kiln. This fence is shown in fig. 2. The
outside staircase is shown in figs. 1, 13, and 16.
42. The sizes of the kilns vary considerably. A
kihi such as that shown in figs. 12 to 17, 20 ft. long,
10 wide, and 12 ft. high, will, with the addition of a
parapet^ burn 25,000 bricks at once, and wiW requii'e
rather more than that number of bricks for its erection.
The cost of such a kiln would be from £'30 to £50, the
value of the materials being almost nominal.
The capacity of a kiln may be roughly calculated on
the assumption that ten bricks require a cubic foot of
space in the kiln, but much, of course, will del end on
80 RUDIMENTS OF THB
the nature of the clay and the amount of shrinkage
before bui*niug.
43. A ^ell-built kiln will last for many years with
occasional repairs.
PROCESS or BRICKMAKING.
44. Clay digging. — The clay or marl is^ or should be,
dug in the autumn, and collected in large heaps at the
bottom of the slopes, to be mellowed by the ■sriuter frosts.
These heaps are shown in fig. 1.
The cost of this operation varies from 1*. to \s. 9d.
per 1,000 bricks, according to the labour of getting the
clay, and the distance to which it has to be wheeled.
45. Tempering. — In the spring the clay is turned over
by spade labour, being at the same time well watered
and trodden. The pebbles and large lumps of lime-
stone are picked out by hand with more or less care.
The prepared clay is then wheeled to the mill, and
tipped into the hopper. Sometimes the clay, after
being ground, is at once tempered for use on the floor
beneath the rollers ; but for the best bricks, as before
stated, it is allowed to remain in cellars to ripen for a
year or more.
46. The temperer is generally paid by the moulder,
who contracts for tempering, moulding, and hacking at
a price per 1,000. The cost of tempering for common
bricks is about \s. Sd., exclusive of the cost of horsing
the mill, which is borne by the proprietor of the yard.
One temperer will keep one moulding-table constantly
supplied, and will also assist the moulder in getting up
his bricks from the floor.
47. Moulding. — A sufficient quantity of clay hanng
been prepared on the tempering floor, one of the
moulder's boys takes up as large a lump as he can
ART OF MAKING BRICKS AND TILES. 81
conveniently carry^ ancl^ placing it on his head, walks
with it to the moulding table, and walking up the
sloping plank, deposits it at the end of the table, to the
right hand of the moulder at b, fig. 6.
The moulder having sprinkled some dry sand over
the part of the table marked D, takes from the heap of
tempered clay a piece sufficient to make a brick, and
kneads this clot with his hands on the sanded part of
the table, so as to bring it approximately into shape.
He then raises the clot in the air, and dashes it with
some force into the mould, striking off the superfluous
clay with his fingers. He then dips his hands into the
water-box, and, with very wet hands, works over the
face of the brick, so as to force the clay perfectly into
the mould in every part. He next takes the plane and
passes it backwards and forwards with considerable
pressure, until the face of the brick is flush with the
edges of the mould, and then, reversing the mould,
planes the underside in the same way. The brick being
moulded, the moulder slides it on the wet table to his
left hand side, where it is taken off by a second boy,
who carries it, mould and all, to an unoccupied part of
the floor, where he turns it out carefully on one of its
sides, and returns with the empty mould. Meanwhile
the moulder has made another brick in a second mould,
which is now ready to be taken off, and this process is
repeated until the distance to an unoccupied part of
the floor is too great to allow of the boys returning in
time, and the table is then shifted to another part of
tlic floor.
48. Drying. — After the bricks have remained for a
few hours in the position in which they were first placed
on the floors, they are turned on their edges by a boy,
who turns up two at once, one with each hand. They
£ 3
82 RUDIMENTS OF TUE
remain in this position a few hours longer, and are then
laid flat on the opposite side to that on wliieh they were
first placed. Careful moulders sprinkle sand over the
wet bricks as they lie on the floor, which absorbs the
superabundant moisture, and renders them less liable
to crack ; but this is not always done.
Tlie new bricks sometimes also undergo a slight
dressing with the clapper, to take off any roughness at
the edges, and to correct any alteration of form which
may have taken place on turning them out of the mould,
and in some cases they are scraped with a small iron
scraper, to remove any dirt that may adhere to them.
After lying flat a few hours longer, they arc carried
by the boys, three at a time, to the hovel, where the
moulder builds them into hacks 50 bricks long and 1 !•
courses high, each hack containing 700 bricks. As the
bricks are hacked they are hatted with the clapper, to
correct any warping which may have taken place whilst
lying on the floors. The bricks remain in the hovel
without being again shifted, until they are ready for
burning.
'19. The time allowed for drying varies with the
weather, the size of the kiln, and the demand for bricks.
Some brickmakers get the bricks out of the kiln within
a fortnight of their leaving the moulds, but this haste
is very prejudicial to the soundness of the bricks, and,
as a general rule, three weeks is the least time that
should be allowed for drying.
The time that the raw bricks lie on the flats depends
Bolcly on the weather. In good drying weather the
bricks are made one day and hacked the next; but at
other times several days may elapse before they are fit
for liacking.
50. It is not very easy to separate the cost of hacking
ART OF MAKING BRICKS AND TILES. 83
from that of moulding, as both operations are per-
formed by the moulder. The price for moulding, in-
cluding tempering and hacking, is from 5^. per 1,000,
and upwards J 5s. 3d. is a common price. Where the
clay is ground the moulder pays for feeding the mill,
but not for horsing it, this expense being borne by the
proprietor of the yard.
51. The above description refers to the ordinary
mode of proceeding, but for facing-bricks additional
processes are employed. Pressed bricks, as their name
implies, are prepared by putting the raw bricks one at
a time, when nearly dry, into a metal mould, in which
they are forcibly compressed by the action of a powerful
lever which forces up the piston forming the bottom of
the mould. This gives a very beautiful face to the
brick, and leaves the arrises very sharp, but bricks so
prepared require longer time for drying and judicious
management in the kiln, otherwise they will be un-
sound, and when exposed to the weather soon become
perished.
52. Polished bricks, as they are called, arc rubbed
upon a bench plated with iron, to make their surfaces
perfectly even, and are also dressed with a dresser, as
before described. This process is only gone through
with the very best bricks, and its cost is such that it is
not employed to any very great extent.
53. The contraction of the clay in drying is very
slight, and no perceptible diminution of size takes
place in burning if the bricks have been previously
thoroughly dried.
The brick moulds are made of different sizes at dif-
ferent yards, their proportions having been altered from
time to time, so as to increase the depths of the moulds
at the expense of the other dimensions.
84 RUDIMENTS OF THE
When the thickness of a piece of brickwork is mea-
sui'ed by the number of bricks, as in house building,
and not by feet and inches, as in building the piers of
bridges and other solid works, the number of bricks
required for the execution of a rod of brickwork is
considerably reduced by a very trifling addition to the
thickness of the bricks, and this is always an induce-
ment to purchasers to prefer the yards where the
deepest moulds are used.
The largest common bricks now made measure, when
burnt, 9^ in. lonjr, 4f in. wide, and 3yV ^^- thick, or
thereabouts ; the size of the moulds being 91 in. long
by 4^1^ in. wide, and 3 ^ in. deep. These bricks weigh
about 7 lbs. 15 oz. when burnt.
The best red facing-bricks made at Mr. Wood's yard,
in the Carlton Road, measure, when burnt, 9^ in. long,
4| in. wide, and 2|^ in. thick. The moulds for these
bricks are 10 in. long, 4^ in. wide, and 3^ in. deep.
54. A good moulder, if solely occupied in moulding,
will turn out 2,000 bricks in a day, between G a.m. and
G P.M. ; but as nearly one-third of the moulder's time is
taken up with hacking, the average day's work is not
more than about 1,300 per day, or between 7,000 and
8,000 weekly.
55. Burning. — The setting of the kiln is an opera-
tion on which much depends, and requires to be done
by an experienced hand, as there is a great deal of art
in arranging the bricks in a proper maimer, so as to
allow the heat to be diffused equally through the kiln,
and to afford a proper draught, so as to obtain the
greatest amount of steady heat Midi the smallest ex-
penditure of fuel.
The lower part of the kiln is filled with common
bricks, narrow openings being left, as shown by the
ART OF MAKING BRICKS AND TILES. 85
dotted lines in fig. 12^ forming flues connecting the
opposite fire-holes^ the tops of these flues heiug formed
by oversetting the bricks on each side till they meet.
These flues are of the same height as the fire-holes.
The best bricks* are placed in the middle of the kiln,
and above these again are placed common bricks up to
the top. The bricks are not placed close together, but
a space is left all round each brick to allow of the pas-
sage of the heat round it ; the bricks in the successive
courses being crossed either slantwise, or at right angles
to each other. When a brick rests partly on others,
and is partly exposed to the fire, the exposed part will
commonly be found of a lighter red than those to which
the fire has had no access, and this is one great cause
of the mottled colour of the Nottingham bricks. When,
therefore, it is wished to produce bricks of a uniform
red tint, great care is taken to keep the faces and ends
of the bricks in close contact, crossing them every few
courses only.
The kiln being topped, the doorways are built up Avith
refuse brick and plastered over with clay, to prevent
the admission of currents of cold air, and the fires being
lighted, the heat is got up gradually, care being taken
not to urge the fires, until all the steam is driven ofi"
from the bricks, and the actual bui'ning begins. "When
the fire has attained its full heat, the fire-holes arc
partially stopped with clay, and the top of the kiln is
covered over with earth, turfs, or boards, to check the
draught, and a steady uniform heat is kept up until
the completion of the burning, which generally occupies
three days and three nights from the first lighting of
• If tiles be burnt at the same time, which is frequently the case, as
they cannot be burnt alone without great waste, they take the sain«
position in the kila as dresied bricks.
86 RUDIMENTS OF THE
tlic fires ; at the expiration of which time the fire-holes
are completely stopped, and the fires put out ; after the
fires have been extinguished, the kiln should be allowed
to cool very gradually, as the soundness of the bricks is
much deteriorated by the kiln being opened too soon j
this, however, is a point not sufficiently attended to.
56. The fuel employed is coal,* the quantity! used
being about half a ton per 1,000 bricks, the exact
amount depending on the quality of the fuel and the
judicious setting of the kiln. The town of Nottingham
being situated on the very edge of the Nottinghamshire
coal-field, the cost of firing is very low, and excellent
coal can be laid down at the yards at from 8s. Gd. per
ton upwards. The small coal or slack frequently used
in the early stage of burning does not cost more than
5s. to 6s. per ton.
57. The colour and soundness of the bricks vary
according to their position in the kiln and the intensity
of the heat to which they have been exposed. Those
nearest the fire become partially vitrified, and of a
blackish tint. Those w^hich have been more favourably
placed burn of various tints according to the nature of
the clay, from red to straw colour and white, and when
struck together riugw^ith a clear metallic sound. Those
which are underburnt are tender, of a pale red colour,
and give a dull sound when struck together.
58. The cost of setting and drawing the kiln is gene-
rally reckoned at I*. 6d. per 1,000, this including
stacking the bricks in the yard, or placing them in
the carts of the purchasers. If, however, they are
* Soft coal is preferred.
t In some great yards a deal of coal is wasted on the top of the kiln.
As the heat has always an upward tendency, this lias very little effect on
tlie bricks, and a great deal of fuel is wasted in smoke and flame.
ART OF MAKING BRICKS AND TILES. 87
not for immediate sale, an additional 6d. is charged for
loading the carts.
59. The labour in firing is reckoned at Is. per
1;000.
60. At "Nottingham, and at the yards in the neigh-
bourhood, many varieties of brick are manufactured;
as cant, or splayed bricks, for plinths ; Tveathered and
throated copings of several sizes ; round copings ;
bricks with quarter-round ends ; wedge-shaped bricks
for culverts ; compass, or curved bricks for lining shafts
and wells, and also paving, roofing, and draining tiles
of all descriptions. It is unnecessary to enter into any
details on the manufacture of these articles, as they
offer no particular points of interest. It may, however,
be worth while to mention that the use of copper
moulds is confined to the manufacture of those articles
which are of a convenient size, and for which there is
a large demand ; the moulds for cant bricks, compass
bricks, and other fancy articles for which there is only
a limited demand, being made of wood.
COST OF MANUFACTURE.
61. Land, and Brick-earth. — The proprietor of a
brickwork usually rents the necessary land at a price
per acre, and in addition pays for all clay removed at a
set price, whatever its quality.
As the brick-earth is exhausted, or the workings
reach an inconvenient depth, the ground is levelled and
again thrown into cultivation. This is of course done
at the earliest period possible ; and in some cases the
rental of the land is nearly made up by the profit dc'
rived from cultivating the site of the exhausted work
iiigs, so that it is impossible to give an accurate estimate
88 RUDIMENTS OF THE
of the proportion which the rental of the land bears to
the total cost of manufacture^ as it must vary widely in
each particular case. This remark does not hold good
with regard to the brick-earthy which is paid for at the
rate of 8^. per cubic yard, or 2s. per 1,000 bricks, a
thousand bricks requiring about 3 cubic yards of clay.
It must be remembered that, as above stated, this
price is paid for all clay removed, whether suitable or
not for brickmaking. For common bricks the earth is
taken as it comes, good and bad being ground up to-
gether ; the cost of grinding being less than the loss
wliich would result from the rejection of the inferior
earths, which are often so hard, and contain so much
skerry in pieces of all sizes from that of a walnut to that
of a man's head, that they could not be worked up by
the ordinary process of tempering by treading and spade
labour only. For front bricks and the best qualities,
the clay is carefully picked, and the cost is propor-
tionately increased thereby.
Ko estimate can be given for the amount of land
required for making a given number of bricks, as it
depends on the situation of the yard and the depth to
which the workings can be carried.
62, Buildings and Maclthieiy. — From the circum-
stance that in existing yards the buildings have been
erected at different times without any very systematic
plan, it is not very easy to ascertain what are the best
relative sizes of Avorking floors, hovels and kilns, or
what extent of building and plant are required for
working a yard to the greatest advantage. Unless the
manufacture be conducted on a very large scale, the
griuding-mill will, in most cases, be often unemployed ;
aud the wash-mill being used only in the manufacture
of arch brii^ks, it is only in the immediate neighbour-
ART OF MAKING BRICKS AND TILES. 89
hood of a large town that a retui'ii for the cost of its
erection can be hoped for. It -will always be found an
advantage to have an excess of shed-room rather than
the contrary.
G3. The following rough estimate will give an idea of
the buildings and machinery required for mounting
a new yard^ to produce from -iOjOOO to 50^000 per
week : —
1 clay -mill.
120 yards lineal of hovel^ 6 yards wide.
1^200 yards superficial of working floor.
This extent of hovel and floor will be sufiicient for the
operations of six moulders ; and^ taking the work of
each moulder to average throughout the season 1^300
per diem^ the week's work of the six moulders would
produce 46; 800 per week^ or in round numbers 140^000
every three weeks.
This rate of production would render necessary two
kilnSj each to burn Bo^OOO^ and these kilns would be
kept in constant activity, each kiln bemg fired twice
every three weeks.
64. For a yard in which it is proposed to make all
kinds of brick ware additional buildings will be required,
as: —
Cellars for ripening the ground clay ;
A tempering shed, for tempering under cover ;
One or more drying-houses, provided with furnaces
and flues ;
A wash-mill for running the clay for making rubbers.
Besides the above erections, there will be required in
all yards stabling to a greater or less extent ; a cottage
for the under-taker of the yard ; and sheds and out-
buildings for keeping tools, carts, and implements.
90 RUi)IMEXTS OF THE
65. Tools. — The tools required by each moulder
are : —
A pair of brass moulds ;
A moulding table, and appurtenances complete ;
A plane ;
A clapper.
In addition to these implements a variety of other
articles are required, as shovels, picks, barrows, planks,
sand baskets, sieves, &c., which are kept in store by
the proprietor of the yard, and supplied to the men as
required.
G6. Labour. — The proprietor of the yard finds all
tools and implements, sand, and coals, and horses the
mills. The general management of the yard is con-
ducted by an under-taker, who superintends the yard
and contracts with the proprietor for all the labour
required in the actual manufacture, at a price per
1,000 on the tale of bricks delivered from the kiln,
the imder-taker bearing all loss from frost, wet, or
other causes.
The under-taker sublets the moulding to a moulder,
who contracts with him at a price per 1,000 to mould
and hack the bricks ready for setting in the kiln ; the
moulder employing two boys to assist him in moulding
and hacking, and also a tcmperer, who tempers the
ciay for him, and assists in getting up the bricks from
the floor. The first turning over of the clay is per-
formed by labourers, under the direction of the under-
taker, who, with the assistance of a few boys and
labourers, sets and draws the kilns himself, and attends
to the burning.
67. The actual selling price of bricks is regulated
more by the demand and the amount of competition
ART OF MAKING BRICKS AND TILES. 91
than by the cost of their production. Good building
bricks^ made in copper moulds, may be had in Notting-
ham at 2os. per 1,000 ; but a fair selling price may
be considered as 28^. per 1,000, which may be thus
subdivided : —
Clay digging per 1,000
Turning over and watering clay and feeding mill „
Grinding „
Tempering for moulder „
Moulding, drying and hacking ... „
Setting and drawing kiln .... „
Burning ,,
Total cost of labour ... „
Coal, half a ton, at 8s „
Dutv, OS. lOd. per 1,000, with 5 per cent, added „
Clay
Rent, tools, machinery, and profit ... „
Selling price at yard . . . ,,
This may be considered as the lowest price which
^Till afford any profit to the proprietor of the yard,
when proper allowance is made for depreciation in
buildings and machinery, tools, repairs, and other
contingencies.
68. The relative value of the different qualities of
brick may be thus stated : —
£ s. d.
Common bricks (the clay not picked) . . per 1,000 18 0
Front bricks (made in copper moulds, the clay
picked) „ 1 13 0
Polished bricks (made in copper moulds, the
earth selected with care, and the bricks
dicssed on a bcnrh) ,, 3 0 0
£
s.
d.
0
1
6
0
0
8
0
0
6
0
0
4
0
4
0
0
1
6
0
1
0
0
9
6
0
4
0
0
6
H
0
2
0
0
6
4i
1
8
0
92 RUDIMENTS OF THE
69. Repere.vce to the Illustrations accompanying
THE FOREGOING ACCOUNT OF BrICKMAKING AS PRAC-
TISED IN Nottingham.
Fig. I. General view of a brickwork, showing the arrangement of the
works.
A. The face of the workings.
B B. Heaps of brick-earth, dug in the autumn, to be worked up the
following season, after being mellowed by the winter frosts.
c. The clay-mill.
D D. The working floors, generally made about 9 or 10 yards wide.
E. The hovel. This hovel is flued, — the door at the end of the hovel
next the road is the entrance to the furnace pit ; the chimney into
which the flues are conducted is shown at the opposite end. In
some drying houses the flues arc made to return nearly to the
furnaces before they are led into the chimney, so that the latter is
close to the former.
F. The kiln. This form of kiln is a weak one, and is liable to be
split from top to bottom by the expansion of the walls, from the
intense heat to which they are exposed. The reader will observe
the steps and the wooden fence roimd the top of the walls, men-
tioned in article 41.
G. Goods for sale.
This 'illustration is not an exact representation of any particular brick-
work, but has been made up from the details of several yards, to show the
principle on which they are laid out ; which is, to save all unnecessary
carriage of either brick-earth or bricks, from the time of first turning
over the clay to the stacking of the finished bricks in the sale yard.
Figs. 2, 3, and 4. Clay-mill, with a single pair of rollers 18 in.
in diameter, and 32 in. long, as manufactured by Messrs. Clayton and
Shuttleworth, of Lincoln. The letters of reference are the same in each
figure.
a. Horse beam, 12 feet long, from centre of horse track to centre of
driving wheel.
b. Bevelled driving wheel.
c. Pinion.
d. Driving shaft, 1^ in. diameter.
e. Universal joint.
ff. Spur wheels.
g g". Cast-iron rollers 18 in. diameter and 32 in. long. The roller
marked ^ is longer than the other, hanng a flange round each
end by which the roller g is kept in its proper position. The
roller marked (f is coimected by the universal joint e with the
driving shaft d.
h. Wooden hopper.
J I. Cast-iron standards to support the hopper.
k h. Axles of rollers.
ART OP MAKING BRICKS AND TILES. 93
/ L Bearings for the axles k h. These bearings are made to slide
on the bottom plate m, in order that the gauge of the rollers may
be adjusted at pleasure.
m. Bottom plate, on which the bearings rest.
n. Strengthening bar.
0 0. Adjusting screws, by which the rollers can be set to any gauge,
according to the degree of fineness to which the clay is required
to be ground.
p. End beam of fiaming.
q q. Sides of framing.
7-, Balance weight to horse beam.
The rollers in this mill are not faced in the lathe, but they are cast
upright in loam moulds, which insures great accuracy in casting, and
renders turning imnecessary, where only one set of rollers is employed.
The aiTangement of the rollers, when two or more sets are employed, is
shown in chap, iv., figs. 1, 2, and 3, which shows the construction of the
clay-mills used in Stafibrdsihire,
The temporary floor on which the clay falls after passing between the
rollers is formed about 8 feet below them, and is inclosed on three
sides with brick walls which support the wooden framework of the
machinery. The clay is prevented from adhering to the surfaces of the
rollers by strong knives fixed on their under sides.
Fig. 5 is a diagram showing an improved arrangement of the ordinaiy
clay-mill, in which the horse track is raised to the level of the top of the
hopper, the whole of the machinery under the hopper being completely
boxed up, so that no dirt or stones can lodge on the wheels. The driving
wheel is placed in a circular pit lined with brickwork to keep up the
horse track to the required height.
Fig. 6. Isometrical view of a moulding table.
A. Sloping plank, placed at one end of the table to enable the
moulder's boy to deposit the clay on the table.
B. End of the table where the tempered clay is deposited.
c. Sand box. This is not always fixed to the table. In many
cases it is a detached box, on three legs, placed close to the
moulding table.
D. The part of the table on which the clot is moulded.
E. The place where the clot is put into the mould.
F. The water-box, in which the moulder dips his hands each time
he moulds a brick.
0. A slip of wood on which the plane rests in order to raise it from
the table, that the moulder may take it up the more readily.
H. The part of the table at which the brick is taken off. This part
of the table is alw.iys very wet, and the slush runs off into
1. Gutter, to cany off the drippings from the table into a tub placed
beneath it, but which is not shown in the drawing. If the water
were allowed to run down on the working floor, the latter would
soon become wet and sUpperr, and unfit for receiving the bricks.
Fig. 7. Copper brick mould.
This kind of mould is cast in four pieces and riveted together, the
sides projecting half an inch beyond the ends. Each casting haa
a flange at top and bottom, forming a rim half an inch wide all
round the top and bottom of Cbe mould. These rims become
04) RUDIMENTS OF THE
gradually worn down by the friction of the plane and the action of
the moulding sand, and require replating from time to time. The
expense of replating with brass has induced a trial of iron rims,
but they have not been found to answer. The outside of the mould
is cased with wood, secured to the brass by the rivets. To give a
hold to the latter, each pair is passed through a piece of sheet
copper, as shown in the cut.
The moulds for making quarries are somewhat different, two of tho
sides only being cased with wood, whilst the others arc stiffened
by strengthening ribs cast on the sides of the mould.
Fig. 8. The plane.
Fig. 9. The clapper.
Fig. 10. Bench on which the best bricks are polished and dressed with
a dresser, as described in art. 34.
Fig. 11. The dresser.
Figs. 12, 13, 14, 15, 16, and 17. Plans, sections and elevations of a
kiln.
Fig. 12. Plan at level of floor, showing the firing sheds and fire-holes.
The latter, in this example, are arched over, and are built of con-
siderable width, which is afterwards reduced by temporary piers of
brickwork. In many kilns, however, the fire-holes are made at
once of the requisite width, and finished at top by oversetting the
bricks on each side till they meet, instead of being arched over.
The fire-brick lining to the fire-holes is indicated in the plan by a
tint darker than that of the rest of the walls. The temporary piers
of brickwork are shown in outline only. These are pulled do^m
whenever the fire-brick lining requires to be renewed. The floor
of the kiln is not paved.
Fig. 13. Plan, showing the roofs of the firing sheds (b b), and the
stejjs (a) leading to the top of the kiln.
Fig. 14. Cross section of kiln, taken through the firing sheds, and
showing the construction of the fire-holes.
Fig. 15. Longitudinal section, taken through the doorways at the
ends of the kiln, and showing the appearance of the fire-holes in
the inside.
Fig. 16. End elevation of kiln, showing the doorway and the ends of
the firing sheds, as well as the steps leading to the top of the kiln.
Fig. 1 7. Side elevation, with the firing shed removed, in order to
show the fire-holes.
Fig. 18. Perspective view of a kiln. This kiln is built very differently
from that shown in the previous figures, the walls being very massive
at the bottom, and diminishing in thickness as they ascend. Tho
angles are strengthened by buttresses. The doorways do not reach
to the top of the walls, and are arched over, so that the latter form
a continuous terrace all round the top of the kiln, on which a thin
parapet is built up in a temporary manner, to increase its capacity.
ART OF MAKING BRICKS AND TILES. 90
CHAPTER IV.
BRICIvMAKING AS PRACTISED IN THE STAFFORD-
SHIRE POTTERIES. By R. Prosseb, C.E.
1. Bricks. — There are made in this neighbourhood
the following sorts of bricks for building, viz., red, blue,
and drabj and also a blue brick used as a paviour for
footways, which brick is called a dust brick, from the
circumstance of coal dust being used when it is moulded.
When fired it has a smooth and somewhat glossy sur-
face, and being very durable is extensively used as a
paviour.
2. The drab brick is used to a limited extent for
building, but more generally as a fire-brick by potters
and iron-masters ; it is, however, inferior to the Stour-
bridge brick, the latter being used where intense heat is
generated.
3. Tiles. — There is a variety of other articles made
in the brick-yards of this locality, as, roofing tiles in
several varieties, tubular drain tiles from 3 in. to 16 in.
meter, and generally 18 in. long; also floor tiles or
t ^uarries both red and blue, the latter resembling the
blue brick.
4. Clay. — The blue colour is obtained from the same
clay that fires red by additional heat being generated
when blue is required, at a cost of half a ton more coal,
and two hours more time allowed per oven. The clays
or marls are selected for the purposes to which they are
best adapted, and an extensive supply of the best quality
for red is procured at Cobshurst, about two miles south
of Longton (which marl is used to make the red orna-
96 RUDIMENTS OF THE
mental and encaustic tiles, now so much admired, and
which are extensively made by Messrs. !Minton and Co.,
of Stoke-upon-Trent). Marls and clays suitable for
brickmaking are plentiful, and of several varieties, in this
neighbourhood, but the most extensive bed of red marl
runs in an almost unbroken line through this country
from south to north, and generally west of the great
coal-field, and is worked with the same results at
Stooi-bridge, Tipton, Hanford, Basford, Tunstall, and
other places. A reference to a map of the country
will show the peculiarity of this long bed of stratified
marls.
5. In the pottery district there are about ten distinct
sorts or strata. The following names are given to the
seven sorts most used ; and their position with relation
to the earth's surface is shown by the order of their
names here given.
Top red marl, dun coloured, top yellow (rotten red,
not used), mingled, bottom yellow, brown, and bottom
grey.
Seven of these marls vary but slightly in their
chemical composition, and, when used, three sorts at
least are generally mixed together. (For an Analysis
of the above-named marls, sec Table 1, art. 37.)
In this locality there is a very favourable combination
of circumstances for the manufacture of ornamental
bricks for architectural decorations; and Mcre archi-
tects to give the subject their attention, and such
bricks free from duty, much might be done.
6. The following description of the process and cost
of brick and tile-making will apply, first, to the make
of bricks, &c., upon the property of the manufacturer ;
and, secondly, to the make of tiles^ &c., at a yard which
is rented.
ART OF MAKING BRICKS AND TILES. 97
PIRST EXAMPLE. — BRICKMAKINQ.
7. Buildings and Plant. — This yard, "with the ground
opened for work, has an area of about 6 acres, and has
the following buildings and machinery upon it, viz. : —
A 5-horse power steam engine ; A pug-mill ;
A set of horizontal rollers ; Six drying-houses ;
(Three pairs to the set, placed over And nine ovens,
each other).
The drying-houses measure 40 yards in length, by 8^
yards in width, and have two flues under the floor
through their entire length.
At times they fire these nine ovens in one week ;
and if used exclusively for bricks, each oven sould
be fired five times in a fortnight. Besides bricks, the
following goods are made at this yard : — pipe tiles from
3 in. to 16 in. diameter, roof and ridge tiles, quarries,
dust bricks, &c.
8. Rate of Production. — Provided the make were
confined to bricks, with these conveniences they would
make 100,000 weekly during the usual brick season,
which at the present selling price, £1 8s. per 1,000,
gives a weekly produce value ^6140, which quantity
would pay in duty £27 lis. 3^., the duty being 6s. l^d.
per 1,000, with 10 per cent, off": this leaves for cost of
production and profit £112 85. 9d.
9. Tempering. — The marls used at this yard answer
to the description previously given, 'i'heir average con-
traction when mixed is 1 in 10 ; that is, a 10-iu. mould
gives a 9-in. brick when fired, although some of the
varieties used separately contract 1 in G. The marls
are dug and wheeled two runs for Aid. to 7d. per cube
yard, the price depending upon the difficulty of digging.
The marl is then placed in a hopper over the topmost
f
98 RUDIMENTS OP THE
rollers, and passing successively through the three pairs,
is deposited on a floor about 8 ft. below the hopper.
The marl is then wheeled away, and some three or more
sorts mixed together with a proper quantity of water,
by spade labour (for the quantity of water in the marl
when dug, see Analysis, Table 1, art. 37). The mixed
marls, if wanted for tiles or dust bricks, are now passed
through the pug-mill ; but if required for ordinary
bricks, the ground marls are mixed with marls that
have been weathered but not ground. Lastly, the marl
is tempered by spade labour until the proper degree of
plasticity is obtained.
10. Moulding. — The bricks are moulded by what is
called the slop -moulding process at the rate of 3,000
per day.* The price paid for tempering and moulding
is. -is. 6d. per 1,000. The process is as follows : the
temperer wheels the prepared marl in a barrow up a
plank, and empties it upon the moulding table. The
moulder having sprinkled sand upon the moulding
board, and upon that part of the table where the clot
is moulded, takes as much clay as will fill the mould,
and by a quick roll and a tap gives the clot an approxi-
mate form Xa) the movdd ; he then lifts up this lump of
clay about 12 in. high, and with force throws it into
the mould, pressing it down with both hands to fill all
the cavities, and strikes oflF the surplus with a wooden
striker, which he throws into a small water-box in front
of him after each time of using. f An attendant boy,
who has previously dipped a moidd in a water-trough
by the side of the table, places it on the table ready for
the moulder, and carrying away the moulded brick
•In the neighbourhood of Noltingham.uhere the bricks are not Etrkken,
but planed, the rate of production is only 2,000 per r5aj. — tc»
t See chap, iii., art. 47.
ART OF MAKING BRICKS AND TILES. 99
in the mouldy carefully empties it on its flat side on
the floor ; these operations are repeated until the floor
is filled, when the moulding-table is removed to a
second floor.
11. Drying. — The floors are of difierent sizes ; a con-
venient size is 25 yards in length by 6 yards in breadth,
upon which they will lay 3,000 bricks. Here they are
allowed to dry until sufficiently hard to handle and place
in hacks, the length of time depending upon the weather.
In quick drying weather they vrill remain half a day as
deposited from the mould, and half a day tui'ned upon
edge, and afterward they are placed up in hacks, where
they remain until placed in the oven.
12. An ordinary blue brick weighs, wet from the
mould, 12 lbs. 4oz. ; when fired it weighs 8 lbs, 1 oz.,
having lost by evaporation in drying and burning 4 lbs.
3 oz., or 3i per cent, of its original weight.
The specific gravity of an ordinary blue brick
in the wet state from the mould is . , . 2,171
In the dry state, ready for the kiln . . 2,075
And when burned, the specific gravity is . 1,861
The Table on the next page shows the amount of
evaporation during the process of drying.
The total loss of weight in drying and burning is as
follows : —
196 ounces, the weight of a brick wet from the mould.
46 „ „ lost by drying, or 23^ per cent.
150 „ „ dry ready for the kiln.
21 „ ,, lost in burning, or 14 per cent.
129 „ „ of an ordinary blue brick.
13. Burning. — The oven is of a circular form, with a
F 2
100
BUDIMEXTS OF THE
x
1
z
— ? X
« •
•- «- .1.
e ^
O S oi C
c «
c "^
(N •= 5 —
••■
g =
>-_« — «
£ <~
Si
o " « ""
c =>
c a
s -- - 2
f tC >^ "ttD
II
— "
>, .S" jj .^
•• o
a B •c s
U-*
"H o o o
o ^ ^ ^
^1
c .5 .= .=
■|^
M
^ -«• ra» -*»
"^ ei
t~ o o e«
c
o
74 ^>
o
•^
*->-'— N . >-
•Sm^fUk
"i s
Tpwnaa^taq
'?'*-f?»'^-?-*rj
c =
tnoqai i«ua;ni
o
'gitJuiio
>-»r>- -^-i-* -<>--*-. *■ »i -■ i-» ^
5 >._.
nj^ilSrajijOBWi
_ o —
S 2
5 ""
o 2
-<:«— ^ -o-3-»-o—
Is
6 ^ r i3 2 S S i? o S
^
f5
•«T
:&
o
.5 —
e
o
s
a
<;:•<;.<
Cm ""■
t;
H
j t^ — rtt^t^ — r:t-t^
^ "^
.Hf
I ^~ ^"
5 g
'3
~*
"3 — ^
o
.= t£
eo - - : ^ - - - o
ti. =
'u
OB
«>
B
H
& -. r : : ; : : r
'
^^
-5
spherical top, and will contain 8,000 bricks, which are
PD placed as to allow a space between the sides of each
for the action of heat, and an equal diffusion thereof,
^hen the oven is full, the clamm'ms or doorway is made
up, and the fires kindled and kept burning 3G hours for
red, and 38 hours for blue bricks, consuming 3^ tons of
coak for the former, and 4 tons for the latter. The
ART OF MAKING BRICKS AND TILES.
101
firing, and drawing
follows : labour 12s.
an oven ol
, and coals
expense of setting,
8,000 bricks is as
£1 13*. M.
14. Cost of Manufacture. — The details of tlie cost of
manufacture are as follows : —
Clay getting . . _ . . . .per 1,000
Tempering and moulding ....
Setting oven, firing and drawing
Coals, 4 tons at 8s. Ad., divided amongst 8,000
Duty, 05. 10(/., with 5 per cent, added
Eent, machinery, clay, contingencies, and profit
Present seUing price for ordinary blue bricks
d.
6
9
6
2
114
1 8 0
15. Rental. — Brick-yards with mines of marls are set
with the following appendages, viz. : 1 oven, moulding
or drying-house, and pug-mill, with a breadth of brick
floor and marl bank sufficient to work one oven for £30
per annum ; if two ovens are worked in the take, they
are set at £2o each.
102
RUDIMENTS OF THE
DESCRIPTION OF ILLUSTRATIONS.
IG. Fi(js. Ij 2, 3, Machine, with three pairs of Rollers,
for grinding Marl.
Fig. 1. Side elevation.
Fig. 2. Front elevation, with the gearing removed.
Fig. 3. Elevation of gearing, No. 1 being the drivicg wheel.
'or
^
^v\\mr'^A\\\^m\: iTiiiiJiiii'ii^piiB
r
ART OF MAKING BRICKS AND TILES. 103
17. Fig. 4. Isometrical View of a Moulding Table.
A. Sand basket. b. Detached water-box. c. Moulding board
D. Water-box. e. Clay knife.
In the process of moulding the moulder takes in his hand, from the
basket, a portion of sand, and dusts upon that part of the table where he
rolls the clay into the form necessary to mould ; also upon the moulding
board. The water-box or trough, b, is used by the boy to wash the mould
in, and is lower than the table, so as to be convenient for that purpose.
The water-box, d, is level with the table, and is used to throw the strike
in after each time of using.
18. Fig, 5. Isometrical View of a Brick Mould.
N.B. The mould is made of oak, the edges plated with iron.
104
RUDIMENTS OF THE
19. Bgs. 6, 7, 8, and 9. The Oven or Cupola
Fig. 6. Plan taken at top of fire-holes at level a b, Fig. 9.
'mA.
3 i' 1 O
Fig. 7. Plan, looking down on top of oven.
ART OF MAKING BRICKS AND TILES. 105
Fig. 8. Elevation.
Fig. 9. Section, on line c d, Fig. 6.
SECOND EXAMPLE. — TILE MAKING.
20. At Basford there is an extensive hill of good marls
from which eight brick-yards are supplied (working four-
teen ovens), some of which have been in work for forty
years. The makers are subject to the rental stated in
art. 15. The leading article made at these yards is roofing
F 3
106 RUDIMENTS OF THE
tiles ; besides which are also made some quarries, dust-
bricks; drain tiles, and just so many common bricks as are
necessary for the manufacture of tiles, it being necessary,
in order to set the oven properly, to burn 2,000 bricks
with every oven of roof tiles, as will be hereafter ex-
plained. The process of tile making here is as follows : —
21. Weathering a7id Tempering. — The marl is dug
and spread upon slopes of this hill (which has a south-
east aspect) to weather; the length of time depends
upon the quality of the air : a hot dry summer's day will
do good service, and three or four such days would
enable the makers to collect a thin surface in a work-
able condition. Frosty weather, provided it be dry, is
preferred ; wet, and alternations of wet and dry, retard
the process of what is termed weathering. During ?
hot dry season marl can be dug, weathered, and mad&
in one month, and this is frequently done. At the yards
here referred to, the workers collect their marls, so
weathered, at the foot of these slopes, and mix them
with a quantity of water. That to be used for tiles is
placed in the pug-mill, and about 1 cube yard per hour
is ground by one horse ; and that used for common
bricks is not ground, but simply mixed and tempered.
The pug-mill consists of a wooden tub slightly
tapered, the largest end being uppermost ; it is circular
and about G ft. high and 3 ft. diameter at the top or
largest end, in which a cast-iron spindle revolves,
carrying a series of flat steel arms, arranged so as to
form by rotation a spiral or worm-like motion upon the
clay, which is thereby pressed from a larger to a less
diameter of the tub in which the clay is confined, and
ultimately comes oozing out of an aperture at the
bottom : this operation kneads the clay, and more com-
pletely mixes it, giving it great cohesive power. This
ART OF MAKING BRICKS AND TILES. 107
clay or prepared marl is now ready to make roof tiles,
dust bricks^ quarries, &c., and is wheeled away to the
stock kept under cover for that purpose. The tiles, and
all articles in the making of which coal-dust is used,
are made in a building called by brickmakers the hovel
or drying house : but they prefer placing their tiles
when first moulded in the open air, weather permitting.
The moulding of roofing tiles varies from that of bricks
before described, principally in the clay being stiffer,
and coal dust being thrown in the mould each time it
is filled.
22. Moulding. — The mould is 12 in. by 7| in. and
^ in. thick, made of oak plated with iron. The moulder
at his bench takes up a lump of clay, and works it by
hand into an oblong square, somewhat less than the
mould, say 11 in. by 7 in. or thereabout ; the mould is
placed upon the bench, and fine coal-dust thrown into
it ; the man then takes up the lump of clay in the right
position for the mould, and throws it into it with con-
siderable force ; then, with a brass wire strained upon a
wooden bow, cuts off the surplus clay level with the
mould, removes the lump, and finishes moulding the
clay left in the mould by adding a little clay if it be
wanted, and smooths it over with a wooden tool. By
his side upon the bench he has two thin boards about
the size of the moulded tile, their surfaces are dusted
over with coal-dust ; upon one of these he places the
moulded tile, without the mould, the half circular pro-
jections extending beyond the board; and so he repeats
the process of moulding at the rate of from 1,300 to
1,500 per day, adding more clay to his lump about every
six tiles moulded, and in quantity about as much as the
six tiles moulded.
23. Drying, — The attendant boy carries away two
108 RUDIMENTS OF THE
tiles at each time to the floor ; he takes up one on the
boards and by the thick part of the hand presses up the
two projections at right angles with the face of the tile,
and then places board and tile on his head, and takes
up a second and operates upon this in like manner, as
he walks to the floor, where he lays the two tiles,
carrying the boards back to the moulding bench ; and
so he repeats his operations.
The tiles remain on this floor, out of doors in fine
weather, about four hours ; they are then collected and
placed close together, the nib end changed alternately
to allow of their resting close and square ; in this state
they are walled up in a dry but not hot situation, and
so remain for a day or two : this is said to toughen
them.
24. The Set. — The next process is to give them a
curved form, sometimes termed the set, which is done
on a three-legged stool, called a horse, the top of Avhich
is a little larger than the tile, and is curved one way to
about a 10 feet radius. With the horse is used a
wooden block, curved to correspond with the surface of
the horse. These implements are used as follows : six
tiles are taken as last placed and put on this horse ; the
man lifts up the wooden block and gives them three
sharp blows with it ; they are then carried away and
placed in an ingeniously built wall to complete the
drying process (the wall built with the tiles to be dried),
after which they are carried to the oven, twelve at each
time, in a peculiar manner, with the edges of the tiles
against the breast of the carrier.
25. Quarries and dust bricks are moulded in like
manner from stiff" clay, coal-dust being used to facilitate
the articles leaving the mould.
26. Drain Tiles. — Pipe drain tiles are made as fol.
ART OF MAKING BRICKS AND TILES. 109
lows : tlie clay is first moulded to the lengtli^ width,
and thickness required, and then wrapped round a
drum, the edges closed together by hand, the drum or
mandril turned round, and the pipe tile shaped by the
operator's hand, assisted in some cases by a wooden
tool : this is the mode of making pipe tiles from 3 in.
to 16 in. in diameter, whether cylindrical, tapered, or
egg-shaped.
The usual length is 18 in., and the diameter from
3 in. to 9 in. They are sold at Id. per in. bore ; that is,
a pipe 3 in. in diameter and 18 in. long, would cost at
the yard 3d. ; and a pipe 9 in. in diameter and 18 in.
long, 9d. This price applies to cylindrical pipes without
sockets.
27. Tile Machines. — One of Ainslie's machines has
been introduced into this neighbourhood^ upon the
estate of the Duke of Sutherland, for making small
tubular drain tiles, which makes two pipes 1^ in. in
diameter at the same time. The prepared clay is forced
through two dods to form the tubes, which are cut into
lengths by wires affixed to the machine, and when
partially dry are rolled straight by hand upon a flat
surface, and then set up in racks to finish the drying
process.
28. Firing. — Firing the articles enumerated in the
previous description requires much more care than
firing bricks, and as roof tiles are the thinnest and
require most care, the largest sized pipe tiles excepted,
we shall describe firing an oven of such tiles.
On the bottom of the oven are first placed 2,000
bricks, as shown in fig. 13, and upon these are placed
7,000 tiles, forming a square, the spaces between the
tiles and the curved side of the oven being filled up
with bricks, as shown in fig. 14. The tiler are placed
110 RUDIMENTS OF THE
edgewisGj in parcels of twelve, changing their direction
each parcel of twelve. The nibs on the tiles space them
off from each other, and support them in the vertical
position ; from this description, and a reference to the
illustrations, it will appear, that the goods placed in the
oven are in each case so placed as to allow the diffusion
of heat between them ; and as the uniformity of heat is
the desideratum in firing blue bricks and tiles, the
circular oven is found to answer better than any other
at present in use.
It is necessary to have a wall round the outside of
the oven, about 6 ft. high, and at a distance therefrom
to allow the fireman space to attend his fires conve-
niently ; this wall is dry built generally with imperfect
bricks, and its use is to avoid one fire being urged more
than another by the set of the wind, which duty it
performs tolerably well.
The oven being set, the clammins (doorway) is made
up with bricks daubed over with street sweepings as a
loam ; then the fires are kindled, and are kept slowly
bui'ning for the first 5 hours, after which they are pro-
gressively increased for the next 33, making 38 hours
for hard fired blue tiles or bricks; four tons of coal
being consumed in the firing. The heat is determined
by the sight of the fireman directed to the mouths and
top outlet of the oven. When the heat is obtained, and
before the fires bum hollow, the mouths arc stopped up
with ashes to prevent the currents of cold air passing
through the oven, which is then suffered to cool gradu-
ally. An oven is usually fired once a week, but may be
fired three times in a fortnight. After firing, twenty-
four hours should be allowed for cooling before an oven
is opened to take out the tiles.
29. The following table shows the selling price per
ART OF MAKING BRICKS AND TILES.
Ill
IjOOOj and cost per superficial yard^ of quarries^ dust
bricks, and roof tiles : —
Site.
i.ooo- 1 000 i . y*"^"^
' ' 1 m pence.
Thickness. Description.
6 in. sq.
7 „
9 »
9X4i
10 8X7 „
35s. 27-89 yards.
46s. 37-80 „
80s. 62-50 „
40s. ' 31-25 „
25s. 1 58-33 „
1
15-00
14-59
15-36
14-33
5-14
I 1 inch Quarries.
2 „ Dust bricks.
1 „ Roof tUes.
DESCRIPTION OF ILLUSTRATIONS.
30. Fiy. 10. Isometrkal Vieiv of a Bench for moulding
Tiles,
A. Coal-dust box, 14 in. by 8 in.
B. Moulding board, 14 in. by 10 in.
c. The bow.
31. Fiy. 11. Elevation, showing the Manner in which
the Tiles are placed during the last Drying.
d d, laths, two to each course.
112
RUDIMENTS OF THE
32. Fig. 12. Tile Block and Horse.
a. The block. b. The horse.
Tiles,
33. Fig, 13. Plan of Oven, as seen when eight courses
of Bricks are placed edgewise.
The eight rows of twelve bricks in each, as seen in plan, cover a space
left in continuation of flues from the eight fire-holes. The bricks in the
fust seven courses are so placed as to leave a flue of an average width of
4 inches. The dotted lines show the position of the fire-holes.
ART OF MAKING BRICKS AND TILES.
113
Si. Fiq. 1^- Plan of Oven, as seen when the first course
of Tiles are placed upon the Bricks, as seen in
Bg. 13.
The tiles are placed in bungs of twelve, and laid alternately cross and
lengthwise, the nib spaces them off, and supports them in a vertical
position. Each side of the square is made up with bricks, as shown on
the plan.
35. The manufacture of bricks^ &c., for building and
paving purposes^ in a systematic mannerj in suitable
premises with improved conveniences^ so that the opera-
tives may be employed the whole of the year instead of
a portion of it as noAV, is a subject deserving the atten-
tion of the capitalist and inventor. Improvements in
the quality and conveniences of this manufacture are
intimately connected -with the moral, intellectual, and
physical condition of society, as may be seen by a visit
to any ordinary brickyard, and a reference to the
evidence before the Sanitary Commission. "Where ex-
tensive supplies of marls or clay are found, suitable
works might be erected for such manufacture, could a
114 nUDIMENTS OF THE
cheap and ready mode of transportation be commanded,
so as to carry bricks, See, a distance of 60 to 100 miles
without materially increasing their price.
36. Assuming the -sveight of bricks to be 3^ tons per
1,000, the present railway charges for the carriage of
bricks, viz. 2(1. per ton per mile, if under 40 miles, and
l|rf. per mile if more than 40 miles, would add to their
cost as follows : —
£ s. d.
If carried under 40 miles . . .00 7 per 1,000 per mile.
Or for a distance of 39 miles . .12 9
And if carried above 40 miles . .00 6 per 1,000 per mile.
Or for a distance of 60 miles . .110 7
Therefore a carriage of 60 miles at the lowest railway
rate more than doubles the value of a common brick
compared with the price at the yard. The high rate of
charge for carriage, and the duty, which amounts to
nearly 22 per cent, of the selling price at the yard,
constitute obstacles to the improvement of the brick
manufacture, and the bettering of tlie coudition of the
operatives employed therein. The recent improvements
in connection with domestic comfort and health, and
the encouragement offered to architectural improve-
ments in the houses for artisans, may probably awaken
an interest in this department of industry, and place
even brickmaking in the position its importance
deserves, if not demands.
ART OF MAKING BRICKS AND TILES.
115
6
S'3
-■3 33
;S»
-wg B— jgnq iqSn
oc la 00 •* CO
«0 Tt -o 1 W 1 rt 1 1 ^
•aniq oiiiq
jou iipi pa« 'paj
sujnq -^uaox-uodn
-a^ojS oioJJ -^810
1
60-02
24-26
9-14
1-60
Trace.
1-40
3-89
CO
•aniq poo3 sujnq
,'» POB '£ 's 'i -sojj
•s.iBlo JO 3aTi;xiH
1
ic r< — 5^
PI
ci
■<* — r» o — O ■'I"
00 O Ca 1 CO tS <JI 1 O
CO
o
o
•qsippaa anjq stunq
'[aBoi paiSmji
i^ L2 — r-. o
— ?) -i" 1 Tl , , ,00
00
•aniq qsrppw suJnq
00 -o n I- t^
'^ lb lb 00 1 -^ 1 1 I o
•aniq pooS samq
't-WoipajnoioDnna
(N
64-32
20-33
10-8(3
Trace.
6-60
T-l
O
•aniq snjnq
qoiqii 'ia«ni paa
-
69-87
16-79
8-88
Trace.
4-26
o
00
'3
>.
"3
a
<
o
u
o
E
3
a
\Z
'•X.
1
<
1 'eroxide of iron, with a little protoxide
Trofoxide of iron, with a little peroxide
Linio
"1 '.
• 5c'5 •
1 i^ •
3lJI
1
!
116
RUDIMENTS OF THE
o
t^
X
s 1
oc
•>*
5
«
o
H
CO
t^
w
•>*
o
ac
t»
o
t-
c^
—
|5)
o
o
*
■<»
f;
~
o
'"
2
M
X
■*
Eh
ts
vc
-
•
l-H
B
n
to
c
i
IN
'5
5
c^
a
00
n
^
n
^
•a
^
00
0*
n
-r
u
00
t^
CS
J5
i
M
s
o
^^
o
B
•ft
^^
"o
Tf
5
c
o
O
■^
c
^-.
o
n
00
00
n
^
OD
u
rt
-9
cs
a
o
o
f
00
s
Xi
i
3
OD
O
s
Cm
o
CO
«e
n
n
s
c
o
X
•a
r~
3
00
Ci
K
o
O
o
S4
•«
o
1
»^
lb
*"
e
♦*
^^
o.
X
O
1
c
00
3
o
■i
•
B
e
i
o
•ft
6
•o
,
.
.
^«
o
.
K«
B
c
U
"2
■fc
^
"3
•■^
Eh
O
u
^•^
a
o
f
3
I
c
CO
e
02
1
CO
CI
J
.2
.2
•J
.2
<
1
C5
<
s
Cm
B
<
O
a
^
o
•■-■^
o
o
O
eS
"u
o
t)
C3
n
u
^
e
a
;2;
a
_3
'3
"c
<
E
o
c
X
2
E-i
a
525
<
ART OF MAKING BRICKS AND TILES. 117
No. 5, Table 1, contains 42"84 per cent, silicic acid;
this requires^ theoretically, 47*60 of alumina, or its
chemical equivalent in other bases, to form a fusible
compound ; it therefore contains only 3'31 per cent,
excess of base. This is insufficient to prevent its fusion
— a much larger excess would. No. 1 contains 2259
of base, which requires 25 "1 of silicic acid, therefore
69'87 — 25*10 = 44*77 the excess of silicic acid, or
uncombined silica in the clay, rendering it infusible.
Analysis of Coal, called Norton Coal, used in the
potteries for burning pottery and bricks : —
Carbon 81 08
Hydrogen 5'04
Oxygen 10'55
Sulphur 0-36
Nitrogen Trace.
Ash 2-97
10000
A.NALYSIS of a porous substance which floats in water.
It is a piece of a vitrified fort from Connel Ferry, near
Dunstaffnage Castle, Scotland : —
Alumina and peroxide of iron 28"45'\
Silica 67-85
Lime 0-32
Manganese .... Trace.
Water . . , . 1-88
98-50 ;
This specimen has the appear-
ance of pumice-stone. It is
only very slightly fusible even
in the very highest temperature
of the blow-pipe.
BRICKMAKING ON THE SOUTH STAFFORDSHIRE RAILWAY.
38. The following additional particulars respecting
brickmaking in Staffordshire were sent to the author
of this volume by Mr. J. L. Brown, of Farewell, near
Lichfield, and arc given in his own words : —
118 RUDIMENTS OP THE
*' The brickyard I visited is on the highway from
Lichfield to Walsall^ at a place called Walsall Wood ;
it is -worked by ^Ir. George Brown, of the Sand Hills,
near that place. Mr. B. has another brickyard in the
neighbourhood, more extensive than the one I visited,
and from these brickyards have been supplied all the
bricks used for building the bridges, -viaducts, cattle-
arches, culverts, &c., &c., on the South Staftbrdshire
Junction Railway.
^' The brickyard I visited has six kilns or cupolas, and
three large moulding and drying-sheds for use in the
winter season, each 40 yards long by 8 yards wide,
having fire-places at one end, and traversed by flues,
longitudinally, to a chimney at the other end.
" The material used is not a clay, but a friable kind
of marl. The first stratum under the surface soil is
about 4 ft, thick, very compact in body, and requires
the pick to get it ; it is of a purplish hue. This is suc-
ceeded by a stratum, 3 ft. thick, of bright yellow -looking
marl, equally intermixed with marl, of a bright scarlet
colour, and afterwards, down to the depth of 20 ft., the
purple-coloured marl comes in again.
" The earth in its raw state is dra-vni up an inclined
plane on a common railway truck, by a steam-engine
of 20-horse power, and at the top of the incline it tips
itself into a hopper placed over the cast-iron rollers,
between which the marl passes and comes down an
inclined board, after being ground quite small. It is
afterwards wheeled into heaps and tempered, and is
then wheeled up an inclined plane of earth to the engine-
house, where it is passed through vertical cylinders of
cast iron, in the centres of -which are revolving pistons
armed with flanges, like the screw propeller of a steam
vessel, which grind the tempered clay and force it
ART OF MAKING BRICKS AND TILES. 119
tlirougli holes in the bottoms of the cylinders to
chambers beneath them, whence it is -wheeled to the
moulders.
" They make red and blue bricks of the same marl,
prepared in each case by rolliog and grinding. To
make the blue bricks, they keep the fires very much
sharper and hotter, which changes their colour, and
seems to run or fuse the material more, giving them at
the same time a shining appearance. They make very
Pew red bricks.
" The price of the best bricks at the kiln is 30^. per
1,000; common bricks, 2os. per 1,000. Plain-tiles
for roofing, 285. to 32*. per 1,000. They also make
chimney-pots, pipes for the conveyance of water, splayed
bricks, coping bricks, and bricks to any model."
CHAPTER V.
BEICOIAKING IN THE VICINITY OF LONDON.
1. For facility of reference, we propose to divide the
subject under three heads, as follows : —
1st. Materials and Plant.
2nd. Process of Manufacture.
3rd. Cost of Manufacture.
1. MATERIALS AND PLANT.
2. Brick-earth. — The brickmakers in the vicinity of
London at present derive their principal supplies of
brick-earth from the alluvial deposits lying above the
London clay, the blue clay not being used for brick-
making at the present day. The general character of
120 RUDIMENTS OF THE
the brick-earth may be described as being a gravelly
loam, passing by fine gradations into either a strong
clay or into marl, or, as it is technically called, malm, an
earth containing a considerable quantity of chalk in fine
particles. "We may, therefore, for the purpose of descrip-
tion, class the several qualities of brick-earth under three
heads, as follows :* strong clay, loam, and malm.
3. 1st. Stronff Clay. — This is generally sufficiently
free from stones to be used without washing, and the
bricks made from it are hard and sound, but are liable
to crack and contract very considerably in drying, and
become warped and misshapen in burning. These de-
fects are in a great measure removed by mixing the
earth with chalk, reduced to the consistency of cream,
as will be presently described, which greatly diminishes
the contraction of the clay, and improves the colour of
the brick.
4. 2nd. Loam. — The loams are often so full of gravel
that it is impossible to free them from stones, except by
passing the earth through the wash-mill. The quantity
of sand present in these earths renders them less liable
to shrink and warp than the strong clays ; but, on the
other hand, the texture of tlie earth is so loose and in.
coherent, that a mixture of chalk is necessary to bind
the mass together, and to take up the excess of fusing
silica in the process of burning.
5. 3rd. Malm. — This is an earth suitable for making
bricks, without any addition, but there is very little now
to be had, and for making the best qualities of bricks
(or, as they are called, malms) an artificial malm is made,
* It may be obscn-cd that this classification is such as wouKl be best
understood by the generality of readers, but would not be comprehended
by most brickmakers, who class these three qualities of brick-earths as
strong clay, mild clay, and malm. When the clays are strong, they are
said, in brickmakers' language, to hc/vul.
ART OF MAKING BRICKS AND TILES. 121
by mixing together chalk and clay, previously reduced
to pulp in wash-mills. This pulp is run off into shallow
pits, where it remains until, by evaporation and settle-
ment, it has become of sufficient consistency for subse-
quent operations. This process is adopted for the best
qualities of bricks only, as the expense of it is very con-
siderable ; and, for the commoner sorts, all that is done
is, to mix with the loam or clay a sufficient quantity of
malm to make it suitable for brickmaking : the quan-
tity of malm required for this purpose varies, of course,
according to the quality of the earth.
6. It -will be readily understood, from the above
remarks, that the mode of preparing the clay differs
greatly in different yards. The brick-earth (according
to its quality) being used —
1st. Without either washing or maiming.
2nd. It may be maimed, i.e., covered with artificial
malm.
3rd, and lastly. The bricks may be made entirely of
malm.
The second process is the most common, and we pro-
pose, therefore, in the following pages, to describe the
successive operations of brickmaking as practised at
those works where the loamy character of the earth
renders the maiming indispensable. This will enable
the reader to understand the first and third methods of
treating the brick-earth without any farther description.
7. The object of adding chalk to the clay is twofold.
In the first place it acts mechanically, in diminishing
the contraction of the raw brick before burning ; and
in the second place it acts chemically, as a flux during
the burning, combining with the silica of the clay, so
that a well-burnt London brick may be described as
a silicate of lime and alumina, and, therefore, differs
o
122 RUDIMENTS OF THE
greatly from an ordinary red kiln-burnt brick made of
pure clay, ■without lime or alkaline matter, the silica
and alumina of the brick-earth being, in the latter case,
merely in mechanical and not chemical combination.
8. Soil. — The process of maiming is not the only
peculiarity of London brickmaking. Instead of the
bricks being burnt in close kilns, as is the practice in
most country yards, " clamping" is universally resorted
to ; and to render this effective, it is considered neces-
sary that the fuel should be mLxed up with the brick-
earth, so that each brick forms, as it were, a fire ball,
and becomes thoroughly burnt throughout, instead of
being merely baked, as is the case in kiln burning. The
fuel used in clamp burning is domestic ashes, or, as they
are technically called, breeze. The ashes are collected
in large heaps, and sifted ; the siftiugs, which are called
soil, being mixed with the brick-earth, and thoroughly
incorporated with it in the processes of soiling and
"tempering," whilst the cinders, or " breeze," are used
as fuel. A small quantity of coal and wood is also
made use of in lighting the clamp.
The soil, or sifted ashes, materially assists in pre-
venting the contraction of the raw bricks whilst drying,
and the sulphur contained therein appears to assist in
colouring the bricks when burnt.
9. Sa7id. — The moulding sand is brought, at a con-
siderable expense, from the bed of the river Thames,
near Woolwich. It is spread out to dry in the sun in
thin layers, which are repeatedly raked over, so as to
expose every particle in succession to the sun's rays,
that the whole may be perfectly dry when brought to
the moulding stool. The moulding sand serves many
useful purposes. It assists in preventing the contrac-
tion of the clay, and gives a more durable surface to the
bricks. It is indispensable to the moulder for pre-
ART OF MAKING BRICKS AND TILES. 123
venting the bricks from sticking to his mould. It also
prevents the bricks from sticking together on the hacks,
and from breaking up into cracks and flaws when cool-
ing, after being burnt. Lastly, the salt in the river
sand becomes decomposed in the burning, and assists
in fluxing the brick-earth, and in giving the bricks their
grey colour. Common sand burns of a red tint, and
would injure the colour of the London bricks.
10. General Arrangement of a Brickwork. — This will
be readily understood by reference to fig. 1. The brick-
earth is turned over to receive the malm as near as
possible to the clay pits. The clay and chalk mills are
placed close together in some convenient position, so
as to interfere with the works as little as can be helped,
and the malm is conveyed from them to the heap of
brick- earth, by means of troughs or shoots supported
on tressels.
Close to the brick-earth, and immediately behind the
moulding stool is placed the pug-mill, and in front of
the moulding stool is the hack ground, which should, if
possible, be laid out with a gentle fall towards the
clamps, which is placed at its furthest extremity.
These arrangements are of course much modified by the
circumstances of the locality.
11. The Chalk and Clay Mills. — These washing-
mills are placed close together on a large double mound,
sufiiciently elevated to allow the malm to run down
freely to the brick-earth. The chalk-mill is a circular
trough lined with brickwork, in which the chalk is
ground by the action of two heavy wheels with spiked
tires, made to revolve by either one or two horses. The
trough is supplied with water by a pump, the lever of
which is worked by the machinery of the clay-mill, and
as the chalk becomes ground into pulp it passes, by
G 2
124
RUDIMENTS OF THE
Fig.l.
K
ART OP MAKING BRICKS AND TILES. 125
means of a shoot, into the clay-mill. The clay-mill is
also a circular trough, lined with brickwork, but much
larger than that of the chalk-mill ; and in this trough
the clay is mixed with the pulp from the chalk-mill, and
is cut and stirred by knives and harrows put in motion
by two horses, until the whole mass is reduced to the
consistency of cream, when it passes off through a brass
grating into the troughs or shoots, and is conducted to
the brick earth which has been heaped up to receive it.
The machinery of the washing-mills is very fully de-
lineated in figs. 2 to 10, and is described in detail in
arts. 53 and 54.
12. The Pug-mill. — The pug-mill used in brick-
raaking is a conical tub, with its larger end uppermost,
in the centre of which is a revolving vertical shaft of
iron, to which are attached horizontal knives, inclined
so that the clay is slowly forced downwards by their
motion. The top and bottom knives are called force
knives, and their use is merely to force the earth
through the mill, and out at the ejectment hole ; all the
other knives are furnished with cross knives, which
assist in cutting the clay, and breaking up any hard
lamps that may not have been broken up by the pre%4ous
wintering and turning over. In order to feed the mill,
an inclined barrow-run is laid up to it, to enable the
wheeler to tip the clay in at the top.
The construction of the pug-mill is shown in figs. 1 1
and 12.
13. TJie Cuckhold, fig. 13, is an instrument for
cutting off lumps of the tempered clay for the use of
the moulder, as it is ejected from the pug-mill, and
requires no particular description.
14. The Moulding Stool. — The moulding stool is
quite different from that used in most parts of the
126
RUDIMENTS OF THK
J^i^. 2 and 3.
country. It has a rim at each cncl^ to keep the moulding
sand from falling off, and is provided with a stock-board,
which forms the bottom of the brick mould, and with a
ART OF MAKING BRICKS AXD TILES. 127
J^js. i and 5.
y/rr
page, which is formed with two rods of f iron, nailed
down at each end to the wooden rails on which they
rest. The use of the page is to slide the raw bricks
more readily from the moulder to the place from whence
thev are taken and put upon the hack barrow by the
" taking-off " boy. The moulder, when at work, stands
J 28
RUDIMENTS OF THE
I'lg. 6.
J.
near the middle of the stool, with the page on his left
hand, and his assistant, the clot-moulder, on his right.
ART OF MAKING BRICKS AND TILES.
129
Fig. 6.
The moulding sand for the nse of the moulder and clot-
raoulder is placed in separate heaps at the opposite ends
G 3
130
RUDIMENTS OF THE
Fig. 7.
^
ART OF MAKING BRICKS AND TILES. 13]
Fig. 8.
^iiH
hi
!e
10
Figs. 9 and 10.
of the stool, and the tempered clay nearly opposite to
the moulder. There is no water-box, but a tub is placed
132
RUDIMENTS OF THE
jpig. 11.
on the stool, into which the strike is thrown when not
in use. The pallets are placed at one end of the page,
ART OF MAKING BRICKS AND TILES.
133
Fig. 12.
134
RUDIMENTS OF THE
Fig, 13.
and close to the moulder's left hand. These particulars
will be fully understood by reference to fig. 13, and to
the detailed description in art. 56.
ART OF MAKING BRICKS AND TILES
135
15. The Brick Mould is made of sheet iroUj iu four
pieces, riveted together at the angles, aud strengthened
with wood at the sides only. The bottom of the mould
is detached, and forms what is called the Stock-board.
See fig. 14.
Fig. 14.
f2
IN^
16. The Stock-board is a piece of wood plated with
iron round the upper edge, and made to fit the mould
loG RUDIMENTS OF THE
accurately, but easily. At each corner an iron pin is
driven into the moulding stool, and on these pins the
bottom of the mould rests, the thickness of the brick
being regulated by the distance to ^vhich the pins are
driven below the top of the stock -board. The hollow
in the bed of the brick is produced by a rectangular
piece of wood, called a kick, of the size and shape of the
hollow required, which is fastened on the upper side of
the stock-board.
17. The Strike is a smooth piece of wood, about
10 in. long by 1^ in. wide and \ in. thick, and is used
to remove the superfluous clay in the process of
moulding.
The Pallets are pieces of board § in. thick, and of
the exact width of the mould, but about f in. longer.
Three sets of pallets, twenty-six in each set, arc re-
quired for each moulder at work.
18. The Hack Barrow, figs. 15 and 16, is of a pecu-
liar construction. It consists of a light frame, sup-
porting a flat top of lattice work, on which the bricks
are placed in two parallel rows, thirteen in each row.
Three barrows are required for each moulder.
19. The Hack Ground occupies the space between
the moulding stool and the clamp. It should be well
drained, and it is desirable that it should be on a slight
fall towards the clamp, as this lessens the labour of
wheeling. The foundations of the hacks are slightly
raised. It is of importance that the barrow-runs be-
tween the hacks should be perfectly even, as any jolting
of the hack barrow would injure the shape of the raw
bricks, which, when first turned out of the mould, are
very soft. The hacks are placed 11 ft. apart, measured
from centre to centre, their length varying according to
the shape of the ground. It is very difiicult to say
ART OF MAKING BRICKS AND TILES.
137
£ig. 15.
T- '
what extent of hack ground should be allotted to each
moulding stool, as this varies greatly in diflFerent yards.
In round numbers, the quantity of land required for a
brickwork may be stated at from 1 ^ to 2 acres for each
138
RUDIMENTS OV THE
Fig. 16.
moulding stool, but tins includes tlic whole of the land
required for the several purposes.
II.— PROCESS OF MANUFACTURE.
20. Clay Digging. — The first turning over of the
hrick-earth should take place in the autumn, in order
that it mav have the benefit of the winter firosts before
ART OF MAKING BRICKS AND TiLES. 139
being used. The vegetable mould and top soil having
been wheeled to spoils the brick-earth is turned up three
or four spits deep, and laid on a level floor, prepared for
the purpose, and banked round to prevent the escape of
the malm in the process of maiming.
21. The quantity of clay required per 1,000 bricks is
variable, of strong clay more being required than of
milder qualities.
It is generally calculated that an acre 1 ft. deep, or
about 1,600 cubic yards of clay, will make 1,000,000
bricks, but strong clays will require from 182 to 200
cubic yards per 100,000 bricks. For practical purposes
the quantity may be thus approximately stated : —
Strong clay 2 cubic yards per 1,000 bricks.
Mild clay If cubic yard per 1,000 bricks.
22. Maiming. — It has been before explained that the
best bricks only are made entirely of malm, but that the
process of maiming is resorted to for other descriptions
of bricks, where the quality of the clay renders it unfit
for brickmaking without this addition. It Avill, therefore,
be readily understood that the quantity of malm mixed
with the clay in the ordinary process of brickmaking
varies very considerably, so that it is impossible to
say, a priori, what quantity of malm should be used, as
this must be left to the judgment of the brickmaker in
each particular case, according to the quality of the
earth.
To keep the washing-mills in full work are required —
To the chalk-mill, 2 diggers and 1 wheeler.
To the clay-mill, 4 diggers and 2 wheelers.
The chalk-mill is worked sometimes with one, and
sometimes with two horses. The clay-mill always re-
quires two horses. No drivers are required.
140 nUDIMENTS OF THE
The average work of the washing-mills, working 10
hours a day, may be taken at about 12 cubic yards of
malm,* or sufficient for making 6,000 malm bricks.
The process of maiming scarcely requires description.
Water having been pumped into the troughs, chalk is
■wheeled to the chalk-mill, and clay to the clay-mill,
and the horses being driven round, the chalk is crushed
and ground by the wheels, and runs through the outlet
into the clay-mill, where both chalk and clay get well
mixed by the harrows, the liquid malm flowing out
through the brass grating to the shoots, by which it is
conducted to the brick-earth. As the heap becomes
covered the shoots are shifted, so that the malm shall
be equally distributed over every part of the heap.
When a sufficient quantity of malm has been run oflp,
it. is left to settle for a month or more, until it has
become sufficiently consolidated to bear a man walking
over it. As the solid portion of the malm settles, the
water is drained off from time to time, and when the
mass is sufficiently firm, the soiling is proceeded
with.
23. Soiling. — The proportion of ashes depends very
much on the quality of the earth, but may be stated
approximately at about 35 chaldrons for every 100,000
bricks. The soil is laid on the top of the maimed earth,
the thickness of the layer depending on that of the
heap, about 3 in. of ashes being allowed for every spit
of earth.
The soiling concludes the preparation of the brick-
earth, which is allowed to remain undisturbed until the
* At a manufactory of artificial hydraulic lime at Meudon, near Paris,
the clialk and clay arc ground together in a washing-mill, of the same,
construction as those used in England, and worked by two horses. The
quantity of malm produced is about Ij cubic ^ard per hour. — See Vicat
on Cements.
ART OF MAKING BRICKS AND TILES, ] dl
moulding season, -whicli generally commences in April,
The first process of the actual manufacture is —
'14.'. Tempering. — The heap, prepared as above, is
turned over by spade labour, and the ashes thoroughly
incorporated with it, wate?' being added to bring the
mass to a proper consistency. The tempered clay is
then wheeled to the pug-mill, which, as before stated, is
placed close to the clay heap, and immediately behind
the moulding-stool.
25. Pugying. — The tempered clay being thrown in
at the top of the mill, gradually passes through it, and
in so doing becomes so thoroughly kneaded as to be of
a uniform colour, the ashes being equally distributed
through the mass. The quantity of clay ground is
about 1^ cubic yard per hour, so that a horse working
10 hours per diem will grind 12^ cubic yards of clay,
or sufficient to make 6,250 bricks.
If the moulding process does not proceed as fast as
the pugging, so that the clay will not be immediately
used, the clay, as it comes out at the bottom of the
mill, is removed with the cuckhold, and covered with
sacks, to keep it from becoming too dry for use,
26, Moulding. — Before commencing moulding, the
moulding-stool is provided with two heaps of dry sand,
a tub of water, in whicli to place the strike, a stock-
board and brick-mould, and three sets of pallets.
Everything being in readiness, and a supply of tern-
pered clay having been placed on the stool by the feeder,
whose business it is to carry the tempered clay from the
pug-mill to the moulding-stool, the clot-moulder, who
is generally a woman, sprinkles the stool with dry sand,
and taking a clod, or clot, from the heap of tempered
clay, dexterously kneads and moulds it roughly into tlie
shjxpe of a brick, and passes it to the moulder on her
142 BUUIMENIS Of Tirz
left hand. The moulder, having sprinkled sand on the
stock-board, and dashed the mould into the sand-heap
on his left hand, places the mould on the stock-board,
and dashes the clot into it with force, pressing it with
his fingers, so as to force the clay into the angles of
the mould. He then, with the strike, which has been
well wetted in the water-tub, removes the superfluous
clay, which he throws back to the clot-moulder to be
remoulded. The mould is then lifted oflf the stock-
board, and placed by the moulder against one of the
pallets, which he catches dexterously with his fingers,
and, turning out the raw brick upon it, slides it along
the page to the taking-oflf boy, and, lifting up the
empty mould, dashes it into the sand, and replaces it
on the stock-board, preparatory to moulding a second
brick ; when he has moulded one set of bricks, he
scrapes away the sand which has adhered to the mould
during the operation with the strike, and then proceeds
with the next set. A moulder and clot-moulder, with
the assistance of a feeder, a taking-off boy, and two
men to wheel and hack the bricks, will make about
5,000 bricks between 6 a.m. and 6 p.m. ; but this
quantity is often exceeded.*
27. Hacking. — The raw brick is removed from the
page by the taking-off boy and placed on the hack
barrow, and when the latter is loaded, dry sand is
sprinkled over the bricks, and they are carefully
wheeled away to the hack ground. Having arrived at
that part of the ground where the hack is to be com-
menced, the man takes a spare pallet and pkccs it on
* Sec the following : — " Brickmaking. On Wednesday last. Job. Bash,
at Peterskre, Cumberland, performed the feat of making 1 ,000 bricks in
•n boar ; 100 in fire minutes ; and 26 in one minate." — Carlisle JoumdU
(This is not a solitary instance.)
ART OF MAKING BRICKS AND TILES 143
one of the bricks, which he carries between the two
pallets to the ground, and sets it up carefully edgeways,
taking care in removing the pallets not to injure the
shape of the soft brick. One of the pallets is replaced
on the barrow, and with the other another brick is
removed ; and the process is repeated till the twenty-six
bricks have been placed on the ground, when the empty
barrow is wheeled back to the moulding stool. In the
meantime another barrow has been loaded, and is ready
for wheeling to the hack ground. Three hack barrows
are required, so that one of them is constantly being
unloaded upon the hack ground, another loading at the
moulding stool, and the third being wheeled to or from
the hack ground. Thus two men are necessarily em-
ployed in the operations of wheeling and hacking. The
hacks are set up two bricks in width, the bricks being
placed slantwise, and not at right angles, to the length
of the hack. After the bottom row of one hack is com-
pleted, a second hack is commenced, to give the bricks
time to harden before a second course is laid on them ;
and when the second course is commenced, the bricks
must be placed fairly on each other, or they will be
marked, which injures their appearance. The hacks
are carried up in this way until they are 8 bricks
high, when they are left for a few days to harden. To
protect the new bricks from frost, wet, or intense heat,
straw or reeds are provided and laid alongside the hack;
and with these the bricks are carefully covered up at
night, and at such other times as the weather may
render necessary. When half dry, they are scintled,'^-
that is, set farther apart, to allow the wind to pass
freely between them, and they receive no further atten-
tion until sufficiently dry for burning. The time
• Literally, scattered.
144 RUDIMENTS OF THE
required for drying varies from tlii'ce to six weeks,
according to the weather. =»=
28. C/o/«;;i»^.— Figures 17, 18, 19, 20, and 21. The
process of clamping requires great skill, and its prac-
tical details are little understood, except by the ■work-
men engaged in this part of the manufacture. Scarcely
any two clamps are built exactly alike, the differences
in the methods employed arising from the greater skill
or carelessness of the workmen, and local circumstances,
such as the situation of the clamp, and the abundance
or scarcity of burnt bricks in the yard with which to
form the foundation and the outside casing. We pro-
pose, therefore, first to describe the method of building
a clamp, according to the most approved system, and
then to explain the principal variations practised in
different yards.
29. A clamp consists of a number of walls or necks,
3 bricks thick, about 60 bricks long, and 24 to 30 bricks
high, in an inclined position on each side of an upright
or double battering waU in the centre of the clamp, the
upright being of the same length and height as the
necks, but diminishing from 6 bricks thick at bottom
to 3 bricks thick at top. The sides and top of the
• Mr. n. Chamberlain, in a paper read before the Society of Arts, IV.
515, speaks of the great importance of drj-ing bricks : — " The dning of
bricks ready for burning is a matter of great importance, and requires
more attention than it generally receives. From hand-made bricks we
have to evaporate some 25 per cent, of water before it is safe to burn
Ihem. In a work requiring the make of 20,000 bricks per day, we have
to evaporate more than 20 tons of water every 24 houi-s. Hand-made
bricks 1092 in drying about one-fourth of their weight, and in drying and
burning aboui ur.e-tliird. The average of machine bricks — those made
of the stiff plastic ciay-do not lose more than half the above amount
from evaporation, and arc, therefore, of mutit ^;:rcatcr specific gravity
than hand-made ones." The artificial drying of bricks over flues can of
course only be carried on where coal is cheap. Mr. Beart has contrived
a steam chamber, where steam made to circilate in pipes is the source of
heat for drying tl)e bricks.
ART OF MAKING BRICKS AND TILES.
115
Fq. ll
146
RUDIMENTS OF THE
Fig. la
ART OF MAKING BRICKS AND TILES.
147
Fig. 20.
rn
7/ / // //>///// r-n-rn-T
3
I I I I I r
r
I I I I rfn I i\i I I
T-r)-n-T^
i
^
TT^T^^
TTT I I 1) ) I I I I I
THE l/y£-//OL£ (cj
148
RUDIMENTS OF THE
Fig. 21.
I
ART OF MAKING BRICKS AND TILES. 149
clamp arc cased with burnt brick. The fuel used in
burning the laid bricks consists of cinders (breeze, as
before described), which are distributed in layers between
the courses of bricks, the strata of breeze being thickest
at the bottom. To light the clami^, live holes or flues,
7 in. wide and 9 in, high, are left in the centre of the
upright, and at every 7th or neck. These live holes
extend through the whole thickness of the clamp, and
are filled with faggots, which, being lighted from the
outside, soon ignite the adjacent breeze. As soon a^
the clamp is fairly lighted, the mouths of the live holes
are stopped, and the clamp burns until the whole of the
breeze is consumed, which takes from three to six
weeks. This description will give the reader a general
idea of the arrangement of a clamp ; and we will now
describe in detail the manner of building one, premising
that the term close bolting signifies stacking bricks so
that they shall be perfectly close to each other ; and
that scintling means stacking bricks with spaces be-
tween them.
30. Foundation. — The ground is first carefully drained
and levelled, and made perfectly firm and hard. The
exact position of the clamp having been fixed, the
ground is formed with a flat invert whose chord is
equal to the width of the intended clamp. The object
of this is to give a lift to each side of the clamp, which
prevents the bricks from falling outwards as the breeze
becomes consumed. The ground being prepared, the
upright is commenced. But, previous to building, the
clamp barrow-roads or tramways of sheet-iron are laid
down between the hacks, and extended to the clamp
ground, to give an easy motioi. to the barrows ; as, from
the kind of barrows used in clamping, tlie bricks being
piled on each other several courses high, and the
]30 KUDIMENTS OF TIIi:
wheeling carried on with considerable vclocitr, they are
apt to upset.
31 . Upright. — The upright is commenced by building
two 9 inch battering walls about 45 ft. apart, of burnt
bricks laid on edge, which are termed close bolts, the
length of each wall being equal to the thickness of the
upright, which at the bottom is 6 bricks thick, or about
4 ft. 6 in. (their height is IG courses, or about 6 ft.).
Between these bolts a line is stretched, by which the
upright is built true. The ground between the bolts is
paved with burnt bricks laid on edge, to exclude the
moisture of the ground. Upon this paving are laid
two courses of burnt bricks with spaces between them,
termed scintles. In the bottom course of scintUs the
bricks are laid diagonally about 2 in. apart. The
second course consists of bm-nt bricks on edge, laid
across the lower one, in lines parallel to the ends of the
clamp, and also 2 in. apart. In laying these two courses
of scintles, a live hole is left about 7 in. wide, the whole
length of the upright ; and, on the completion of the
second course, the live hole is fiUed up with faggots, and
the whole surface covered over with breeze, which is
swept or scraped into the spaces left between the bricks.
On this surface is placed the first couree of raw bricks,
laid on edge and quite close, beginning over the live-
hole. Over this first course of raw bricks is laid a
stratum of breeze 7 in. thick, the depth being increased,
at the ends of the uprights, to 9 or 10 inches, by inserting
three or four bricks on edge among the breeze. The
object of this is to give an extra lift to the ends. The
first course of bricks, it should be observed, is laid all
headers. Over the first layer of breeze is laid a second
course of raw bricks on edge, all stretchers. This is
covered with 4 in. of breeze, and at each end arc inserted
ART OF MAKING BRICKS AND TILES. 15 1
two or three bricks to increase the lift still more ; huL this
time they are laid flat^ not edgeways. Upon the 4 in.
layer of breeze is laid a heading course of raw bricks laid
close, and on this 2 in. of breeze, without any extra lift at
the end. To this succeed stretching and heading courses
of raw bricks on edge, laid, close up to the top of the
clamp, a layer of breeze, not more than | in. thick, being
placed on the top of each course, except on the top
course, which has 3 in. of breeze. The top of the up-
right is finished by a close bolt of burnt bricks. The
upright is built with an equal batter on each side, its
width diminishing from six bricks lengthways at the
base to three bricks lengthways at the top. In order
that the upright should be perfectly firm, it is necessary
that the bricks should be well tied in at the angles j
and, in order to obtain the proper width, the bricks
are placed in a variety of positions, so that no very
regular bond is preserved, as it is of more consequence
to keep the batter uniform.
The close bolts first commenced, and which form the
outer casing of the clamp, are not built close to the raw
bricks, there being a small space left between the clamp
and the close bolting, which is filhd up with breeze.
The close bolts, however, are built with a greater batter
than the ends of the upright, so that they just touch the
latter at the 16th course, above which the clamp is built
without any external casing. "When, however, the up-
right is topped, and whilst the top close bolting is going
on, the casing is continued up to the top of the clamp.
This upper casing is called the bestowing, and consists
of five or six courses of burnt brick laid flat, forming a
casing 4| in. or half a brick thick ; and above the 6th
course the bricks are laid on edge, forming a still
thinner casing only 3 in. thick. When the weather is
152 KUDIMENTS OF THE
bad, and during the latter part of the brickmaking
season, a little extra bestowing is given beyond what is
here described. The great art in clamping consists in
the proper construction of the upright, as the stability
of the clamp depends entirely upon it.
32. Necks. — The remainder of the clamp consists of
a number of neck? or "svaUs leaning against the upright.
They are built in p'"ecisely the same way as the upright,
as regards invert, close bolts, paving, scintling, breeze,
and end lifts. But there is this essential difference, viz.,
that they sive parallel walls, built in alternate courses of
headers and stretchers laid on edge, each heading course
in one neck being opposite to a stretching course in the
next neck, and vice versa. The thickness of each neck
is made up of three bricks lengthways in the heading
courses, and ten bricks edgeways in the stretching
courses. The necks are close bolted at top, and be-
stowed in the same manner as the upright. When the
last necks have been built, the ends of the clamp are
close bolted, and bestowed in the same way as the sides,
and this operation completes the clamp.
33. Firing. — The number of necks on each side of
the upright may be extended to eight or nine, without
an additional live hole; but if this limit be exceeded,
additional live holes are required, according to the
judgment of the brickmaker or the demand for bricks;
the live holes are placed seven, eight, or nine necks
apart. It is not necessary that the additional live holes
should pass under the centres of the necks, and it is
more convenient to form each live hole so that the face
of the last-built neck shall form one of its sides.
In the close bolting surrounding the clamp, two bricks
are left out opposite the end of each live hole, and to
each of these openings a fire is applied made of coals,
ART OF MAKING BRICKS AND TILES. 153
and wood heaped up in a brick fire-place built round
the opening, and known by the name of a devil-stove.
The fire is kept up for about a day, until the faggots in
the live hole are thoroughly ignited, and as soon as this
is found to be the case, the fire is removed, and the
mouth of the live hole stopped with bricks, and plastered
over with clay. In firing a large clamp with many live
holes, it should be begun at one end only, the live holes
being fired in succession, one after the other.
The bricks at the outside of the clamp are under-
burnt ; they are called burnovers, and are laid aside
for reburning in the next clamp that may be built.
The bricks near the live holes are generally partially
melted and run together in masses called clinkers or
burrs. The bricks which are not fully burnt are called
place bricks, and are sold at a low price, being unfit for
outside work, or situations where they will be subjected
to much pressure. The clinkers are sold by the cart-
load, for rockwork in gardens and similar purposes.
34. The quantity of breeze required varies much with
c'Ae quality of the earth. The usual proportions for
every 100,000 bricks are about 35 chaldrons of the sifted
ashes, mixed with the brick-earth, and about 12 chal-
drons of the cinders or breeze to light the clamp.
The quantity of fuel to the live holes it is difiicult to
calculate; about lOs. may be taken as the average cost
of coals and wood for every 100,000 bricks.
35. If the proportion of breeze be too small, the
bricks will be undcrburned, and will be tender and of
a pale colour. If too much fuel be used, there is danger
of the bricks fusing and running into a blackish slag.
No rules can be laid down for avoiding these errors,
as the management of the breeze must depend upon the
quality of the earth, and can only be learnt from
II <J
154 BUDIMEXTS OF THE
experience, some brick-earths being much mere fusible
than others.
36. The time of burning varies considerably. If ex-
pedition is requisite, the flues are placed near together,
and the burning may be completed in a fortnight or
three •weeks; but, if time is no object, the flues are
further apart, and the clamp is allowed to bum off" more
slowly.
37. Another system of clamping is to begin at one
end and to follow with the necks iu one direction only.
This is done when the clamp ground is partly occupied
by the hacks, so as to render it impossible to commence
at the centre. AVhen this system is adopted, the clamp-
ing begins with the erection of an end-wall, termed the
upright and outside, which is made to batter very con-
siderably on the outside, but of which the inside face is
vertical. As regards dimensions and modes of building,
the outside and upright is built in the same way as the
ordinary upright, but it has, of course, no live hole under
it, the first live hole being provided in the centre of the
2nd or 3rd neck. In the style of clamping the necks
are all upright. The live holes are placed at every 8th
or 9th neck, as in the usual system.
38. We now proceed to describe the principal varia-
tions in the methods of clamping practised in different
brick-yards.
Paving. — The practice with regard to the paving of
burnt bricks is very variable. Some clampers omit it
altogether; others pave only where clamping for the first
time on a new clamp ground.
Scintks. — "U'hen burnt bricks run short, as in build-
ing the first clamp on a new ground, the second course
is laid with raw bricks. This, however, is a very objeC'
tionable pr?ctice.
AllT OF MAKING BRICKS AND TILES. 155
Live Holes. — The live holes are sometimes close-
bolted at the sides^ to prevent the breeze from the
scintles falling into them. This^ howe\^er, is not often
done, and its utility is questionable.
Breeze. — Some clampers put the 7 in. stratum of
breeze on the top of the scintles^ instead of placing it
over the 1st course of raw bricks; very frequently the
breeze is dispensed ■with after the 2 in. stratum, with
the exception of the top layer. All clampers, however,
agree as to the necessity of having the 7 in., 4 in., and
2 in. layers.
39. The several descriptions of bricks made for the
Londoujgjoarket, and their relative prices, as given in
the Builders' and Contractors' Price Book, for 1868 are
as under, viz. : —
Price per 1,000.
.£ s. d.
Malm cutters 5 5 0
„ seconds . . . . . 3 12 0
„ paviours . , . . . . 3 2 0
„ pickings 3 2 0
„ stocks 2 7 0
„ roughs 1 18 0
„ place 1 10 0
Comraon stocks 2 2 0
„ roughs 1 16 0
„ place 18 0
Red stocks 2 5 0
„ rubbers 3 4 0
Paving bricks 2 10 0
Dutch clinkers 2 5 0
The prices of the various kinds of fire-bricks will be found at page 18.
The bricks commonly sold are known by the follow-
ing terms : —
Cutters. — These are the softest, and are used for
gauged arches and other rubbed work.
Malms. — These are the best building bricks, and are
only used in the best descriptions of brickwork j coloui
yellow.
156 RUDIMENTS OF THE ^
Seconds. — These are sorted from the best qualities,
and are much used for the fronts of buildings of a
superior class.
Paviours. — These are excellent building bricks, being
sound, hard, well shaped, and of good colour. They
must not be confounded with paving bricks, ha^-ing
nothing in common with them but their name.
Pickings. — These are good bricks, but soft, and
inferior to the best paviours.
Rough Paviours. — These are the roughest pickings
from the panours.
Washed Stocks. — These are the bricks commonly used
for ordinary brickwork, and are the worst description of
malms.
Grey Stocks. — These are good bricks, but of irregidar
colour, and are not suited for face work.
Rough Stocks. — These are, as their name implies, very
rough as regards shape and colour, and not suited for
good work, although hard and sound.
Grizzles. — These arc somewhat tender, and only fit
for inside work.
Place Bricks. — These are only fit for common purposes,
and should not be used for permanent erections.
Shuffs. — These are unsound and shuffy — that is, full
of shakes.
Burrs or Clinkers. — These arc only used for making
artificial rockwork for cascades or gardens, &c.
Bats. — These are merely refuse.
It may be here observed, that at the brickworks
round Loudon the bricks made are usually in the form
of regular parallelopipcdons, 9 in. long, 4^ in. wide, and
3 in. thick. If in the execution of apiece of brickwork,
bricks of other shapes are required, it was formerly the
practice, and still sometimes is, for the bricklayer to cut
ART OF MAKING BRICKS AND TILES. 157
the ordinary bricks to the required shape. This practice^
so destructive to sound bond and good work, cannot be
too strongly reprehended;* especially now that the
manufacture is free from the trammels of the excise
there can be no excuse for not making bricks of a great
variety of shapes for various purposes.
40. Brickmaking'".t Cheshunt. — In the " Illustrations
of Arts and Manufactures," by Mr. Arthur Aikin, is a
valuable paper on pottery and brickmaking, the perusal
of which is strongly recommended to the reader. The
following notice is there given of the Cheshunt bricks : —
'' At Cheshunt, in Hertfordshire, is a bed of malm earth
of the finest quality, no less than 35 ft. in depth ; from
this are made the best smUl kiln-burnt bricks, called
paviers." Not having an opportunity of personally
examining the Cheshunt works, the author requested
Mr. B. P. Stockman to do so, and, in reply, received
the foUoAving communication, from which it appears that
kiln burning has been now disused for some time at
Cheshunt ; clamping being now generally adopted : —
" There are no bricks now made near London of
natural malm ; the once well-known bed at Grays in
Essex has been exhausted some years. No one can
inform me of any bed of natural malm except that at
Cheshunt, and I was told, previous to my going there,
that I should not find the works conducted as I had
been led to expect from your letter.
" There are only two brickmakers at Cheshunt, and,
from going over their works, I am able to vouch for
the accuracy of the following particulars.
* The brick columns, wliosc failure caused the frightful accident which
OCCun-ed in January, a.d. 1848, during the erection of the new buildings
at the Euston Station of the North Western Eaihvay, were built in thia
way. The additional cost of bricks made expressly lor the work, of such
forms as would have bonded properly together without any cutting, would
have been very trifling.
158 nUDIMENTS OF THE
" There is a bed of natural malm, and a bed close to
it of ordinary brick-earth, which also contains malm.
When they make malms, -which they ■\vere not doing at
the time of my visit, they do not use the natural malm
earth by itself, but wash and mix chalk with it, and I
am told that they never have made malms without
adding chalk to the natural earth, although the propor-
tion is small compared to that required for the other
bed from which they also make malms. The earth is
soiled with ashes precisely in the same way as in the
London works, and turned over and pugged in the
same kind of pug-mill. The bricks are hacked and
clamped, as in London, and there are none burnt in
kilns, nor have been for many years. There are no
kilns on the ground, and no kiln burning of any
description, though in former years there used to be
kilns for bricks and tiles, and also for glazed ware.
" The bricks made at Cheshunt are very superior to
the London bricks ; in fact, the stock made there is
really a kind of malm brick, and the malms themselves,
as you may suppose, are perfection. I examined the
brick-earth from both pits, and saw the several processes
of moulding, hacking, scintiing, and clamping going
on. The names of the different qualities are the same
as in London ; but, as regards quality, some of the
common descriptions are equal to the London malms,
and I believe the shuffs would be sold for malms in
London."
41. Brickmaking is carried on to a great extent all
round the metropolis, but the principal brick-fields are
situated north of the Thames.
ART OF MAKING BRICKS A\D TILES. 159
III. COST OF MANUFACTURE.*
42. We propose to consider the cost of manufacture
under three heads^ viz.: —
1. Materials and fuel.
2. Machinery and tools.
3. Labour.
I. MATERIALS A^D FUEL.
43. Clay. — The cost of brick-earth must depend ver/
much on the circumstances of the locality^ but it ii>
usually considered to be worth 2^. 6d. per 1,000 bricks,
exclusive of getting.
41. Chalk. — The cost of chalk is trifling where the
works have the advantage of water carriage, as it can
be brought to the canal wharfs round London at 2s. lOd.
per ton. To this must be added the cartage, which, in
some cases, must be a serious expense.
45. Sa7id. — The above remarks apply to the mould-
ing sand ; which is brought from the bed of the Thames,
near Woolwich, in barges to the canal wharfs at 2s.
per ton, a ton being about 1;^ cubic yard. To this must
be added cartage, and labour in drying the sand to
make it fit for use.
It is difiicult to say what quantity of sand is used per
1,000 bricks, but the cost may be taken approximately
at from 6d. to 8^. per 1,000 bricks.
46. Breeze. — The quantity of breeze required varies
according to circumstances ; the proportion may be
taken to range from 12 to 20 chaldrons per 100,000
bricks. The cost of breeze may be taken at about 10^.
* The estimates under this head must be considered as belonging to
the date of the first edition of this work (1850), but later prices will be
found at page 162.
160 RUDIMENTS OF THE
per chaldron. It may here be mcntioued, that in
London stringent regulations are in force to prevent
householders from making use of their domestic ashes^
which are collected by parties who contract with the
parish authorities for this privilege.
In the Midland Counties the domestic ashes are
generally used for manure^ the ashes being thrown into
the cesspoolsj an aiTangement which would not be per-
mitted in the metropolis. This mode of disposing of
the domestic ashes completely prevents the use of breeze
in the manufacture of bricks in the district where it is
practised.
47. Soil. — The cost of soiling cannot be very accu-
rately ascertained. The quantity of soil required de-
pends much on the quality of the brick-earth; 35
chaldrons per 100.000 bricks may be considered a fair
average. The cost per chaldron may be taken at 85. to
9s. To this must be added the cost of harrowing to the
clay heap, say 10s. to 125. per 100^000 bricks.
48. Coals and Wood. — The quantity of faggots re-
quired will depend on the number of live holes. This
item of expense is very trifling, say \0s. per 100,000 for
faggots and coals to light the clamp.
49. Water. — The water required for the washing-
mills is pumped into the troughs as before described,
and as shown in the drawings of the washing-mills,
fig. 7. That which is used in tempering the clay is
brought in buckets from the nearest pond on the works.
In some yards the supply is drawn from wells by the
contrivance known in the East as a shadoof, and in use
at the present day in Germany, and throughout Russia.
This simple contrivance is described at page 3 of Mr.
Glynn's " Rudimentary Treatise on the Construction
of Cranes and Machinerv," and the reader is there-
ART OF RIAKINO BRICKS AND TILES. 161
fore referred to the description and "svood-cut there
given.
It may, however, be worth while to remark, that there
is scarcely any difference between the ancient shadoof
used in Egypt in the time of the Israelitish bondage
and that in common use at Stoke Newington, and other
places near London, in our own time.
It is impossible to make any calculation as to the
proportionate cost of the necessary supply of water
to a brickfield, as it forms a portion of the cost of
tempering, and cannot be separated from it.
II. MACHINERY AND TOOLS.
50. The average cost of the machinery and tools re-
quired in a London brickfield is about as follows : —
Chalk and clay mills, together .
Pug-mill .......
Cuckhold .......
For each moulder arc required —
1 moulding stool, complete, at
1 mould „
3 sets of pallets, 26 in each set
3 bearing-ofF barrows .
In addition to the above are required, a few plauks,
shovels, barrows, buckets, sieves, and other articles, the
aggregate cost of which it is impossible to estimate.
No buildings are required for the actual manufacture.
It is, however, usual for the foreman, or '''moulder,^'
to live at the field. Stabling may be required or not;
according to circumstances and locality.
£
«.
d.
£00 to
70
0
0
10
0
0
5s. to
0
6
0
0
14
0
0
10
6
at 3s.
0
9
0
at 12s.
1
16
0
iG2
KUDIMEXTS OF TllK
III. LABOUR.
51. The cost of labour, &c., may be taken as follows : —
rer
1,000 bricks.
£ s. d.
Rent of field
Ashes ....
Removing top moulJ
Dijrging earth
Soiling and turning cartli
Clialk and expense of washii
Moulding
Horse grinding earth
Sand
Straw and hurdles
Setting
Bolting, sorting, fee.
Loading
Implements, &c. .
Superintendence .
Interest on capital
. Royalty
Bad debts
Preparing hacks, obtuining water, making
coals and wood in burning, materials
building sand-houses ....
1 8
0 6
for
0 0 6
1 0 0
This is the actual cost for every thousand bricks be-
fore they leave the field ; and in order to secure a fail
profit, I. e., about 20 per cent., the stock bricks must be
sold at £1 85. per 1,000; while the place bricks -will
sell at from 15*. to £1, the grizzles and rough bricks
at from 19*. to £1 Zs., and the shuff's at from 85. to
10«. per 1,000.
BRICKMAKTN'G AT THE COPENOAGEN TUN^^:L, ON THE
GREAT NORTHERN RAILWAY.
After the above description of the ordinary practice
of London brickmakers was written, ^lessrs. Pearce
and Smith, the contractors for the Copenhagen Tunnel,
ART OF MAKING UUICKS AND TILES. 163
ou tlie line of the Great Northern Railway, commenced
brickmaking on a large scale at the tunnel-works ; and
as the mode of manufacture practised by them was new
at the time in London, a short notice of it may Le
interesting: —
The clay is neither Aveathered nor tempered, but as
soon as dug is wheeled up an incline to the grinding-
mill, which consists of a single pair of cast-iron rollers,
driven by a steam-engine. The clay is mixed with a
certain proportion of sifted ashes, and, passing between
the rollers, falls into a shed, whence it is, without further
preparation, wheeled to the moulders.
The moulds are of wood, and the process employed is
that known as slop-moulding.
The moulding and drying processes are both carried
ou in drying houses, with flues under the floors.
The bricks, as soon as moulded, are carried one by
one to the floors, where they remain until dry, when,
without being hacked, they are wheeled to the kilns.
The kilns are of the construction commonly used in
the Midland Counties, but have no sheds at the sides to
shelter the fires. The fuel used is coal.
The bricks thus mode are of an irregular reddish
brown colour, and of fair average quality.
On first commencing operations, Messrs. Pearce and
Smith made a large quantity of bricks without any
admixture of ashes, sand only being added to diminish
the contraction of the clay. These bricks burnt of a
clear red colour, and were mostly very hard, but proved
brittle, and were apt to become cracked in burning.
Amongst other novelties adopted, may be mentioned
the use of saw-dust in lieu of sand,* the latter material
♦ It may be necessary, perhaps, to remind the reader that sand is used
lov many purposes besides that of sanding the brick-mould.
164 KUDIMEXTS OF THE
being very costly, ^Thilst the former is supplied on the
works from a saw-mill worked by a steam-engine, which
at the same time drives the mortar-mill, and works the
lifts at two of the tunnel shafts.
RErEBENCE TO ILLUSTRATIONS ACCOMPANYING THE FORE-
GOING Account of BRiciMAKixo ix the vicinity of
London.
52. — Fig. 1. General Plan of a Brickworl:.
(Scale 40 ft. to an inch.)
A. The chalk-mill.
B. The clav washing-mill.
c The pump.
D. The shoot to the brick-earth.
i;. The brick-earth turned over in readiness to receive the malm.
r. The pug-mill.
G. The moulding RtooL
H. The hack ground.
K.K.. Clamps.
53. The Chalh-miU.
Figs. 2 and 3. Section and Plan. (Scale 10 ft. to an inch.)
a.a. Grinding-whccls.
b. Inlet from pump.'
e. Outlet to clav washing-mill.
Details. (Scale 5 ft. to an inch.)
Fig. 4. Grinding-wheel.
Fig. 5. Mode of connecting the axle-tree of the grinding-wheels will:
the centre shaft.
The mill consists of a circular trough lined with brick-
work, and furnished with a pair of heavy wheels with
spiked tires, which, being drawn round by horses, crush
and grind the chalk until it is reduced to a pulp. The
wheels arc shown in detail in fig. 4. It is necessar}'
that they should accommodate themselves to the level
of the chalk in the trough, and to effect this, the framing
ART or MAKING BRICKS AND TILES. 165
of which the axle-tree forms a part is secured to the
centre shaft by a staple^ as shown in fig. 5, which
allows the whole of the timbering to rise or fall, as may
be requisite. The centre shaft is a bar of iron, steadied
by being built up in a mass of brickwork. The yoke
beams are kept at the proper height, and their weight
supported by common light chaise wheels, about 2 ft. 6 in.
diameter, which run on the outside of the horse track.
The mill represented in these engravings is mounted for
two horses ; many mills, however, have but one.
5-1. The Clay-washing Mill.
Figs. 6 and 7. Plan and elevation. (Scale 10 ft. to an inch.)
a. The inlet from the chalk-mill.
b. The outlet to the shoot.
ex. The harrows.
d.d. The cutters.
e. The pump.
Details, (Scale \\ in. to 5 ft.)
Fig. 8. The cutters.
Fig. 9. The outlet to the shoot, and the strainer.
Fig. 10. The strainer.
The mill consists of a circular trough of larger dimen-
sions than that of the chalk-mill, also lined with brick-
work, and furnished with a two-horse gin, to which are
attached knives and harrGws, which, in their passage
round the trough, cut up the clay and incorporate it
with the pulp from the chalk-mill. The framing of the
gin is very simple, and requires no description. The
knives, or cutters, are placed in two sets, four in each.
They are fixed in an upright position, and steadied to
their work by chains, and by being bolted together with
bolts passing through tubular distance pieces, as shown
ki fig. 8. The knives cut the clay and clear the way
for the harrows, which are similar to those ujsed for
agricultural purposes, and arc merely suspended by
166 RUDIMENTS OF THE
chains from the timber framing. The piimp is worked
by the horizontal wheel f, fig. 7, which is provided
with friction rollers on its rim, for the purpose of lifting
the lever g, which raises the lever of the pump by means
of the spindle h. The outlet to the shoots is simply a
square trunk made of 2 in. plank. It is furnished with
a brass grating, or strainer, shown in fig. 10. The bars
are | in. wide, and ^ in. apart, so that even small stones
will not pass through. This grating is fixed in grooves,
so that it can be lifted out of its place by the handles,
when required.
55. The Pug-mill.
Fig. 1 1 . Elevation. (Scale 4 ft. to an inch.)
a. The yoke arm.
b. The opening for the ejectment of the earth when ground.
c. The brick-earth surrounding the mill, on whitJi is an
inclined barrow road to the top of the mill.
Fig. 12, Section. (Scale 2 ft. to an inch.)
a.a. Force knives. These are not provided with cfuss knives,
their purpose being merely to force the ei»rth downwards
and out at the ejectment hole.
56. — Fig. 13. Isometrical View of the Moulding Stool.
(Scale 4 ft. to an inch.)
a. The lump of ground earth from the pug-mill.
b. The moulder's sand.
e. The clot-moulder's gand.
d. The bottom of the mould, termed the ttock-loard.
e. The water-tub.
/. The pape, which is formed of two rods of gths of an inch round
or square iron, nailed down at each end to the wooden
rails or sleepers on which they rest. The use of the page
is to slide the new bricks, with their pallets, away from the
moulder with facility.
p. The pallets in their proper position for use.
k. A newly-made brick just slidden from the moalder, and rcadjr
for the taking-off boy,
k. The moulder's place.
m. The clot-moulder's place.
«. The taking-off boy's place.
g. The cuckhold, a concave shovel used for catting off the ground-
earth as it is ejected from the pug-mill.
ART OF MAKING BRICKS AND TILES. 167
7o. — Fig. 14. Isometrical View of the Brick Mould,
with its detached bottom or Stock-board. (Scale 2 in,
to a foot.)
a.a,a. The iron pegs on which the mould rests daring the opera-
tion of moulding. They are driven into the stool in the
positions shown in the drawing ; their height from the stool
regulates the thickness of the brick. The mould is lined
throughout with sheet-iron, which is turned over the edges
of the mould at the top and bottom.
58.— Fig. 15. The Hack ^arroz^;— loaded. (Scale 2 ft.
to an inch.)
Fig. 16. The hack Harrow— unloaded. (Scale 2 ft. to an inch.)
59. The Clamp.
Fig. 17. Transverse section (parallel to necks). (Scale 10 ft. to an
inch.)
Fig. 18. Longitudinal ditto ditto ditto.
a. The upright.
b.h. Close bolts.
c. Live hole.
d. Bestowing.
Details. (Scale 2 ft. to an inch.)
Fig. 19. Plan of the lower course of scintles.
Fig. 20. Plan of the upper course of scintles.
. The live hole.
It should be understood that the directions of the scintles,
as well as that of the paving below it, are changed for every
neck, so as to conrespond with the upper work, as shown in
the figures.
Fig. 21. Detail of the end of the upright, showing the paving, the
ecintling, the live hole, and the 7 in., 4 in., and 2 in. courses of breeze.
CHAPTER VI.
LONDON TILEKIES.
1. The general term^ " Tile Manufacture," is so com-
prehensive, that it would be impossible, within the limits
of a little volume like the present, to give anything like
a complete account of the manufacture of the different
J 68 RUDIMENTS OF TUE
articles made at a large tilery ; we only pro^jose, there-
fore^ in the present chapter, to give a succinct account
of the manufacture of pantiles, as carried on at the
London tileries, which will serve to give the reader a
general idea of the nature of the processes employed in
tile-making. It must, however, be borne in mind, that
although the principle of proceeding is the same in each
case, there are no two articles made exactly in the same
way, the moulding and subsequent processes being
carried on in a different manner, and with different
tools and implements, for every description of article.
The manufacture of plain tiles and drain tiles has
already been described in Chap. IV., to which the
reader is referred, as also to the supplementary chapter
at page 220.
2. The following is a list of the principal articles
made at the London tileries : —
Oven tiles. Kiln bricks.
10-in. paving tiles. Fire bricks.
Foot ditto. Paving bricks.
Plain tiles. Circulars (for setting coppers.&c.)
Pantiles. Ck)lumn bricks (for forming co-
Ridge tiles. lumns).
Hip tiles. Chimney-pots.
Drain tiles. Garden-pots.
Drain pipes.
And anytbing required To order.
For all these articles (excepting fire bricks) the same
clay is employed (mixed, for the making of paving tiles,
oven tiles,* kiln bricks, paving bricks, circular bricks,
and column bricks, with a certain quantity of loam),
and they are all burnt in the same kiln, the fire bricks
included ; but each different article presents some pecu-
liarity in the processes intervening between the tem-
pering and the burning, having its separate moulding.
♦ For oven tiles the stufT must be of superior quality.
ART OF MAKING BRICKS AND TILES,
169
Fig. 1.
st©ol, frames^ strike, &c., and being stacked and dried
differently. The details of these differences, however
(even would our limits allow us to describe them), would
scarcely be suited to the pages of a rudimentary work
intended for popular reading.
170
BUDIMENT3 OF THE
Figs. 2 and 3.
^rr
BUILDINGS AND PLANT.
3. Pugmill. — The pug-mill used in tile making for
pugging, or, as it is termed, grinding the elay, differs
considerably from that used in brick-making. The tub,
instead of being conical, is made to taper at both endsj
ART OF MAKING BRICKS AND TILES. 171
Fig. 5.
^^^^^^^^^^^p=^^r5lj^^^^^^5^
1
15
itT
and the ejectment hole is at the bottom instead of in
the front, as in the brick pug-mill.
The knives, also, are made in a superior manner.
1 3
172
RUDIMENTS OF THE
Fig. 9.
iff
The mill is provided vith foree knives -without cross
knives at top and bottom. See figures 1, 2, and 3.
The pug-mill is placed under cover in a shed called
the grinding shed.
ART OF MAKING UUICKS AND TILES. 173
Fig. 6.
4. The Sling, fig. 4, is simply a piece of thin wire
Tvitli two liandles, used for cutting the clay.
5. Moulding Shed. — Tiles are made uuder cover in
sheds about 7 yards wide, the length of the shed de-
pending on the number of moulding tables, the area
allotted to each table being about 7 yards in length by
4 yards in breadth.
The moulding tables are placed against one side of
174
RUDIMENTS OF TKJ
Fiy. 10.
the shed, and the remainder of the area is oecupied by
the blocks or drying-shelves ; every shelf being formed
with three 1 in. planks placed edge to edge, and sepa-
rated from each other by bricks placed edgewise at the
end of the planks, as well as at intermediate points,
each block containing about 1-i shelves, and thus
measuring 12 ft. long by 2 ft. 8 in. wide, and about 7 ft.
high. A passage way, 3 ft. wide, is left round the
blocks, to give free access to every part of them.
These details will be understood by reference to fig. 5.
6. The Pantile Table, or moulding table, is shown in
ART OF MAKING BRICKS AND TILES.
175
Fig. 11.
Fig. 12.
Fig. 13.
Fig. 15.
fig. 6. It is furnished with a trug or trough, in which
the moulder dips his hands when moulding, and with
a block and stock-board, on which the tile mould is
placed in the operation of moulding.
7. The Block and Stock-board is shown in fig. 7.
The two form one piece, which rests on the moulding
table, and is firmly keyed to it by means of a tenon on
176
RUDIMENTS OF THE
Fig. 13.
^FT
thte under side of the block passing through a mortice in
the table. Four pegs, driven into the table at the corners
of the block and stock-board, serve as a support for the
mould and regulate the thickness of the tile, f in. being
the thickness of a pantile.
ART OF MAKING BRICKS AND TILES. 177
Fig. 14.
?fr
8. The Tile Mould is sliown in fig. 8, and requires no
particular description.
9. The Foil, fig. 9, is merely a round roller of a
particular size, as sliown by the scale, and is used for
striking a smooth surface to the tile.
10. The Washincj-off Table, fig. 10, is a stand with
I 3
178
RUDIMENTS OF THE
t'ig'<. 17 and 18.
\
py -^ ^^^^^ . V
fP in
-36 7- ^v->
J—L
bof:
a water trougli and a frame ealled the JVashing-oif
Frame, see fig. 11, on wbicli, when moulded, the tile 'is
AUT OF MAKING BRICKS AND TILES.
]7&
Fig. 19.
10
20
30
40
M '1 I 1 I I I 1 1-
^fi
washed into a curved form. The washing-off table is
placed at the left hand end of the pantile table, and
near the block.
BUDIMENTS Of THE
2:)
40
SO.
11. TTie SpJayer, fig. 12, is an instrument on which
the tile is removed from the washing-off frame to the
block.
12. The Thicacking Frame, fig. 13; is a frame on
ART OF MAKING BRICKS AND TILES.
181
Fig. 21.
182
RUDIMENTS OV THE
Fiff.22.
^i^M^M%^ -MM^^.;^^^^^.^c^:.^i^
ART or MAKING BRICKS AND TILES. 183
wliicli the tilcj when half dry, is thwacked or beaten
with a ihwacker (lig. 15), to correet any warping which
may have taken place whilst drying in the block.
When thwacking those tiles taken from the bottom
of the block, the thwacking frame is placed upon the
Thwacking Stool, fig. 13 ; but when the tiles to be
thwacked are at the top of the block, the thwacking
frame is placed upon the Thwacking Horse, fig. 14,
which brings it conveniently to their level.
The Thvjacking Knife, fig. 16, is used for trimming
the wing of the pantile immediately after thwacking.
13. The Tile Kiln, figs. 17, 18, 19, 20, 21, and 22,
consists of a kiln Avith arched furnaces, enclosed in a
conical building called a dome. The arrangement of
die whole building Avill be clearly understood by refer-
ence to the figures, and to the detailed description at
the end of this chapter.
PROCESS OF MANUFACTURE.
14. Clay-getting and Weathering. — The clay used for
making tiles is purer and stronger than that used for
making bricks, and consequently requires more care in
its treatment.
When the clay is too strong, it is mixed with sand
before passing it through the pug-mill, but this is not
often required.
The weaMicring of the clay is performed by spreading
it out in thin layers, about 2 in. thick, during the winter,
and each layer is allowed to receive the benefit of at
least one night's frost before the succeeding layer is
placed over it. Sometimes the clay is spread out in
the summer to be scorched by the sun, which effects
the flreathcriug equally well. The greater the heat, or
184; RUDIMENTS OF THE
the sharper the frost, the thicker may be the layers, but
4 in. is the maximum thickness.
The object of the process of weathering is, to open
the pores of the clay, and to separate the particles, that
it may absorb water more readily in the subsequent
process of mellowing.
The clay thus weathered is thrown into pits, where it
is covered with water, and left for a considerable time
to mellow, or ripen.
15. Tempering. — The process of tempering is per-
formed simply by passing the clay through the pug-mill.
If the clay be very foul, that is, full of stones, it is sluny
before using, and passed a second time through the mill.
For chimney-pots and similar articles, the clay is slung
either once or twice, and pugged, or, as it is called,
ground, twice or thrice, according to the nature of the
clay, and the purpose to which it is to be applied.
16. Slinging. — The operation of slinging is as fol-
lows : as the clay issues from the ejectment hole of the
pug-mill, it is cut into lengths of about 2 ft., with a
sling. These lumps are taken by the slingers and cut
up into slices, not exceeding j in. in thickness, during
which operation most of the stones fall out, and those
which remain are picked out by hand. The clay thus
freed from stones is once more ground, and is then
ready for the moulder.
(N.B. In some parts of England the clay is freed
from stones by sifting, and the tempering is performed
by treading ; this part of the work being done by boys,
who tread in a spiral track, so as to subject each portion
of the mass to a uniform amount of kneading.)
17. Moulding. — The clay, as it issues from the mill,
is cut into lumps, called pieces, which arc stacked on a
rough bench in the grisding shed. A labourer cuts
ART OF MAKING BKICKS AND TILES. 185
these lumps in half, each half being called a half-piece,
and wheels these half-pieces one by one to the pantile
table.
A rough-moulder, generally a boy, takes the half-
piece and squares it up, that is, beats it up into a slab
near the shape of the mould, and about 4 in. thick, from
which he cuts off a thin slice, the size of a tile, and
passes it to the moulder.
The moulder, having sanded his stock-board, and
placed his mould on the four pegs which regulate the
thickness of the tile, takes the slice of clay from the
rough-moulder, and puts it into the mould. He then,
with very wet hands, smooths the surface, cutting off
the superfluous clay with his hands, in long pieces, called
strippings, which are thrown to a corner of the table.
This done, he strikes the surface level with the roll; and
turning the tile out of the mould on the washing-off
frame, with very wet hands washes it into a curved
shape. He then strikes it smartly with the splayer, and
turns it over on that implement, on which he conveys it
to the block, where he deposits the tile with the convex
side uppermost, and, the splayer being withdrawn, the
tile is left to dry. The button end of the tile is placed
inside the block.
18. Thwacking. — The tiles remain in the block until
they are half dry, when they are taken out one by one,
placed on the thwacking frams, and beaten with the
thwacker to perfect their shape.
The wing of each tile is then trimmed with the
thwacking knife, and the tiles replaced in the block, still
with the convex side uppermost; but this time the button
end is placed outside. The tiles then remain in the
block until ready for kilning.
It should be observed that the tiles flatten slightly
18G RUDIMENTS OF THE
whilst ill the block, aud for this reason the washing-off
frame is made a little more convex than the thwacking
frame, which corresponds to the permanent form of the
tile.
19. Kilning. — In setting the kiln, a course of vitrified
bricks is laid at the bottom, herring-bone fashion, the
bricks being placed \h in. apart. On this foundation
the tiles are stacked as closely as they will lie, in an
upright position, one course above another. As the
body of the kiln is filled, the hatchways are bricked up
with old bricl:s, and when the kiln is topped, the)' are
plastered over with loam or clay. The top is then
covered with one course of unburnt tiles, placed flat, and
lastlv, upon these a course of old pantiles is loosely
laid.*
The fires are lighted on Monday morning, and are
not put out until Satiu'day evening, whatever the articles
in the kiln.
The fuel used is coal, and the quantity consumed at
each burning about eight tons. This, however, varies
with the kind of articles to be burnt, — hollow goods, as
chimney-pots, garden-pots, kc, requiring less than more
solid articles. Foot tiles, oven ditto, and 10-in. ditto,
are stacked in the kiln the same way as paving bricks.
The covering on the top of the kiln varies in thickness,
according to the sort of goods to be fired.
COST OF MANUFACTURE.*
20. From the manufacture of tiles being carried on
under cover, the establishment of a large tile-work
involves a considerable amount of capital. The kiln
• The estimates here given refer to the First Edition, except where
otherwise stated.
ART OF MAKIXG BRICKS AND TILES. 187
used in London is very costly^ such a one as we have
shown in figs. 17 to 22 costing in its erection no less
than £2,000.
The cost of making pantiles is about as follows, per
1,000 :—
£ s. d.
Clay — this is usnally included in the rent, but, if pur-
cliased separately, may be taken at 2^. 6rf. per yard
cube — 2^ yards cube make 1,000 pantiles .
Weathering clay
Mellowing ditto, and grinding once _ • • • •
Add for horsing the pug-mill . ■ . . .
If slung and ground a second time, add ....
Moulding, including all labour in fetching clay from mill,
moulding, washing, blocking, thwacking, and blocking
second time
Setting and drawing kiln
Burning
Cost of making ....
Rent, repairs, breakage, contingencies, and profit .
Selling price per 1,000 . . .3100
21. The following are the ordinary prices, in 1862,
for a variety of articles, which will give an idea of the
comparative amount of labour bestowed upon them : —
0
5
n
0
5
0
0
2
0
0
1
6
0
2
0
0
10
0
0
3
Q-
0
15
0
2
4
U
1
5
104
Plain tiles
Patent tiles
Pan, hip, or ridge tiles
Ornamental plain tiles
Paving tiles, 9 in.
10 „
12 „
Mathematical tiles, red .
„ white
Oven tiles
per 1,000
each
£
s.
d.
2
4
0
3
6
0
3
5
0
3
4
0
9
0
0
12
0
0
14
10
0
3
0
0
3
10
0
0
0
9
22. The above sketch of the manufacture of pantiles
will g've the reader a general idea of the processes used
in tile-makiug, but every article presents some pecu-
liarity of manufacture. Plain tiles are dried on flats,
called Flace Grounds. Hip and ridge tiles are washed
188 RUDIMENTS OF THE
and thwacked in a similar manner to pantiles. Drain
tiles are only washed. Pa\'ing tiles and oven tiles are
stricken with a flat strike instead of the roll, and are
not washed, but they are thwacked and dressed with a
knife.
23. Description of Illustrations.
Figs. 1, 2, and 3. The pug-mill.
The png mill used in tilc-making is different from that used in brick-
makinr], as will readily be seen from the figures.
Fig. 1. Eleration of pug-milL (Scale \ in. to the foot.)
Fig. 2. Details of the knives. (Scale ^ in. to the foot.)
These knives are made in a superior manner to those of the brick
pug-mills, both as regards strength and fitting. The mill is provided
with force knives at top and bottom, which have no cross knives
attached to them.
Fig. 3. Cross section of the tub. (Scale \ in. to the foot.)
a. The ejectment hole, which is at the bottom of the tub, and not
at the side, as in the brick pug-mill.
Fig. 4. The sling, or wire knife, used for cutting the clay into lengths
as it issues from the pug-mill, and also for freeing the clay from stones
(slinging).
Fig. 5. The tile shed, shown in plan and section. (Scale 10 ft. to the
inch.)
a.a.a. The blocks, which consist of a series of shelves, on which the
tiles are placed to dry. Each shelf is formed of three 11-inch
planks. The shelves arc 4J in. apart, and are spaced off from each
other by bricks laid edgewise, at the end of the block, and also
midway between these points.
b.h.b. The moulding tables.
Fig. 6. The pantile table, used for moulding pantiles. (Scale | in. to
the foot.)
a. The half-piece squared up.
b. The block and stock-board.
e. The trug or trough.
d. The moulder's sand.
e. The stripping?.
/. A hole in the table for sweepings to drop through.
g.g.ff. The pegs on which the mould is placed. There are four of
these pegs ; viz., one at each comer of the block and stock-board ;
and the distance to which they are driven below the top of the
Etock-boiird, determines the thickness of the tile.'
Fig. 7. The block and stock-board. (Scale 1 in. to the f(X)t.)
c. A tenon, which drops into a mortice in the table.
d. A mortice in r, by which the block and stock-board is keyed
tightly to the table.
Fig. 8. The pantile mould. (Scale 1 in. to the foot)
Fig. 9. The roll. (Scale 1 in. to the foot.)
ART OF MAKING BRICKS AND TILES. 189
Fig. 10. The washing-off table. (Scale ^ in. to the foot.)
a. The washing-off trug.
}. The washing-off frame.
Fig. 11. The washing-off frame. (Scale 1 in. to the foot.)
Fig. 12. The splayer. (Scale 1 in. to the foot.)
Fig. 13. The thwacking frame placed on the thwacking stool. (Scale
1 in. to the foot.)
Fig. 14. The thwacking horse, on which the thwacking frame Is placed
for thwacking those tiles at the top of the blocks. (Scale ^ in. to the foot.)
a. Tiie table on which the thwacking frame is placed.
d. The place where the thwacker stands to thwack.
c.c. Two wheels to facilitate the moving of the horse from place to
place when required.
Fig. 15. The thwacker. (Scale 1 in. to the foot.)
Fig. 16. The thwacking knife. (Scale 1 in. to the foot.) This is
simply an iron blade, with a piece cut out exactly to the intended profile
of the wing of the pantile, which is trimmed with it immediately after
thwacking.
Figs. 17 to 22. The tile kiln.
(N.B. The whole of the furnace and body of the kiln is constructed
of fire brick.)
Fig. 17. Plan of the kiln, taken through the body. (Scale 20 feet to
the inch.)
k.h. The hatchways.
Fig. 18. Plan of the basement, to the same scale, showing the entrance
to the vaults.
Fig. 19.* Section through the centre of the kiln, in the direction of
the line a b, fig. 18. (Same scale.)
Fig. 20. Section through the centre of the kiln, in the direction of the
line c d. (Same scale.)
Fig. 21. Transverse section of the furnaces. (Scale \ in. to the foot.)
The section marked a is taken through the throat of the furnace, on the
line marked x ij, in fig. 22.
Fig. 22. Longitudinal section of the furnaces. (Same scale.) The
arrows ia each of the above figures show the direction of the flues.
CHAPTER VII.
ON THE MANUFACTUKE OF ENCAUSTIC TILES.
1. The highly-decorative pavements of the mediaeval
ages, principally to be found in our old ecclesiastical
structures, which often shared the fate of many beautiful
* This cut and the following are not quite accurate, the sides of the
dome not being straight, as shown in the engraving, but slightly convex.
190 BUDIMEXTS OP THE
details of architectural ornament, by being made to give
way to -what rustic cliurcbwardens, and others of equal
taste and discemmentj deemed improvements — after
attracting the attention of the antiquary for centuries,
have at length excited some interest amongst the prac-
tical minds of these our stirring business times. About
thirty years since a patent was obtained by Mr. S.
"Wright, of the Staffordshire Potteries, for the revival of
this interesting branch of art, for such it may be truly
called. As might have been expected, many difficulties
beset the patentee, and for some years nothing was pro-
duced equal to the old specimens. But still a beginning
was made that promised success when skill and capital,
and a determination to succeed, should be brought to
bear upon the subject. And these were not long want-
ing, as the patent ultimately passed into the hands of a
gentleman undeterred by difficulties or previous failures,
and who expressed his intention to make encaustic tiles,
such as would secure the public approbation, even if
each one cost him a guinea! This is the spirit that has
achieved such surprising results in our manufactures
generally, within a comparatively brief period ; and no
wonder that in this, as in most other instances, success
has been the satisfactory result. TVe need scarcely say
that the gentleman referred to is !Mr. Herbert Minton,
who, with untiring industry, collected the best speci-
mens of old tiles that could be found in this country, and
by a succession of experiments overcame the obstacles
that had retarded the success of the undertaking.
2. The chief of these obstacles was, to discover clays
of different colours that could be made to amalgamate
in such a way as to contract or shrink equally during the
processes of drying and firing; and until this was effected,
a perfect tile of several colours could not be produced,
ART OF MAKING BRICKS ANP TILES. 191
sundry unsightly cracks appearing on the inlaid parts
of the surface. It will be unnecessary to speak of the
present state of perfection to which these beautiful tiles
have been brought^ further than to observe that they
are yearly becoming more appreciated^ both on the score
of durability and ornament; and there can scarcely be a
doubt thatj very soon^ no ecclesiastical building, having
any pretensions to architectui'al superiority, will be con-
sidered to be complete in its decorations without them.
By way of information, we may add, that not only
copies of old tiles are manufactured, but every variety
of design suitable for the character of the building they
are intended for are supplied. Indeed, almost any
pattern can be produced with facility; and we have seen
some of the arms of our nobility and gentry so finely
executed, that the uninitiated might be pardoned for
mistaking these inlaid clays for the highly-finished and
elaborate work of the pencil. In many instances they
have been adopted as a substitute for oil- cloth in the
halls and passages of the mansions of our nobility,
being considered far more beautiful, and, from their
durability, more economical also, in the long run.
3. We will now take a peep into the interior of Messrs.
Minton and Co.^s manufactory.* We must first notice,
that the clays of which the tiles are composed are ob-
tained in the immediate neighbourhood — the ordinary
marl producing a good buff colour when fired j another
kind a warm red ; black is produced by staining with
manganese; blue with cobalt, &c. W'th the native
clays there is a slight admixtui'e of Cornwall stone and
clay, and flint from Kent, &c. The whole are subjected
to a variety of washings and purifications — the clay in-
• Further details will be fouud ia " Tomlinsoa's Cjclopjedia "—
article, Pottery and Porcelain.
193 RUDIMENTS OF THE
tended for tlie surface^ especially — and passed througli
fine lawn sieves in a liquid, or ''slip'' state, as it is
technically termed. In this state it is conveyed to the
slip-kiln, or rather pumped on it, and boiled, until it is
in a plastic state, and fit for use.
4. After the modeller has done his part, the pattern
is cast in plaster in relief, and is then placed in a metal
frame of the size required ; but it should be stated that
to produce the ordinary 6-in. square tile, it is modelled
6f in., to allow for shrinkage or contraction, which takes
place during drying and firing. The maker then com-
mences his operations. A piece of the fine clay for the
surface is flattened out to about a quarter of an inch
thick, somewhat after the manner of preparing a pie
crust, and this is thrown upon, and pressed upon, the
plaster pattern, and receives, of course, a correct indenta-
tion, or outline of the design. The metal frame containing
the plaster mould is divided horizontally, and after the
surface is put in, the upper part of the frame is screwed
on, and the maker fills up with clay of a somewhat
coarser description, to form the tile of the requisite
thickness. The tile is then put under a screw-press to
impart the proper degree of solidity.
5. As far as we have gone, the tile is but of one
colour; next comes the task of giving the difi'erent
colours required. Suppose a tile be required of three
colours — red, blue, and buff. "SVe will say the surface
piece already put in is of abuff colour. The maker provides
himself with vessels of a suitable kind, containing — the
one the blue, the other the red colour, in a " slip" state,
and these he pours into those parts of the indented surface
that the drawing or finished tile before him tells him to
be correct. These slips cover the surface entirely, and
\hexe is now not the slightest appearance of any pattern
ART OF MAKING BRICKS AND TILES. 193
or design. After remaining in this state for three days,
until the water has evaporated for the most part^ the
process of scraping or planing the surface commences,
which is an operation requiring care, though easily
effected by experienced hands. The pattern then makes
its appearance, but the colours are scarcely distinguish-
able the one from the other.
6. The tile is then finished as far as the maker is
concerned ; and, after remaining in the drying house
from 14 to 21 days, according to circumstances, is con-
veyed to the oven, where it is exposed to an intense
degree of heat for about 60 hours. After being drawn
from the oven, the tile is finished, except it be that the
parties ordering wish the surface glazed, a rapid and
easy process, the dipper merely placing tbe surface in a
tub of glaze.
7. Plain self-coloured tiles, such as black, red, choco-
late, buff, &c., and also tesserae, are made of the same
material as the encaustic, only that it is dried longer in
the kiln, passed through rollers to reduce it to a powder,
and is then finely sifted. Presses of great power, made
under Prosser's patent, make these tiles. The powdered
clay is swept into a recess of the proper size, the screw
descends, and, by its immense power, presses the powder
into a solid tile, ready for drying and firing. One man
can, with ease, make about 500 per day.
8. Tessera. — The tesserae made by Messrs. Minton,
under Mr. Prosser's patent, are now extensively used
for mosaic pavements, for which they are admirably
adapted. A few words will suffice to explain the nature
of the improvements effected in this branch of art by
the introduction ot the new material.
The mosaic pavements made by the Romans were
formed of small pieces of stone or marble of various
K
194 RUDIMENTS OF THB
colours, bedded one by one in a layer of cement, each
(if the pieces being levelled with the others as the work
l>roceeded, and on the completion of the work the un-
avoidable inequalities of surface were corrected by
rubbing the whole to a plciue surface.
This mode of proceeding was attended with many
defects. The irregular shapes of the tesserae caused
the cement joints to be of a thickness that greatly in-
jured the effect of the design, whilst the piecemeal way
in which the work was laid rendered it very difficult to
produce a level surface.
It is not our purpose here to detail the several at-
tempts that have been made during the last few years,
with various degrees of success, to produce mosaic pave-
ments, by the use of clay tesserae, coloured cements,
&c. ; but it will readily be understood that the principal
difficulties to be overcome in the use of solid tesserje
arc those aiising from irregularity in the shape and size
of the several pieces, as well as the great labour and
expense attending the laying of such pavements piece
by piece.
These difficulties have been entirely overcome by the
use of the patent tesserae, which, being made in steel
dies, by the process above described, are perfectly uni-
form in size, and fit closely together, with an almost
imperceptible joint.
The mode in which the tesserae are used is precisely
the reverse of the Roman process, and is as follows : —
a coloured design of the intended mosaic having been
drawn to scale, after the fashion of a Berlin wool
pattern, the pattern is set out full size on a cement floor,
perfectly smooth and level, and on this floor the tesserae
are placed close together, the workmen being guided in
the arrangement of the colours by the small drawing.
ART OP MAKING BRICKS AND TILES. 195
The pieces are then joined together by a layer of
cement applied to the upper surface, and in this way they
are formed into slabs of convenient size, which, when
hard, are ready for use, and can be laid with as much
ease as ordinary flagstones. It will at once be under-
stood, that the side of the slabs which is next the floor
during the process of manufactui'e forms the upper
side of the flnished pavement, the pattern appearing
reversed during its formation.
CHAPTER VIII.
ON THE MANUFACTUEE OF BRICKS AND DRAIN
PIPES BY MACHINERY.
Ii is the general opinion that brickmaking by ma-
chinery is not economical in small work, since the cost
of moulding bears so small a proportion to the total
cost. In large engineering works, however, where a
contractor requires many millions of bricks in a limited
time, for the construction of a tunnel or viaduct, the use
of machinery may be desirable. In this chapter we do
not, of course, pretend to give descriptions of the various
patented and other machines connected with the manu-
facture of bricks and tiles. Our object, in a work of
this kind, being to deal with the principles of the art
rather than with a multiplicity of minute details. "We
may, however, in order to show the great vitality of the
trade, quote a few titles of inventions, &c., belonging to
the years 18G1 and 1862. The patent list displays the
strong tendency to invention for making bricks, &c., by
machinery. Thus, we have —
K 2
196 RUDIMENTS OF THE
Wimball's pateut for making bricks^ tiles, and drain
pipes.
^Morrell and Charnley's apparatus for making bricks^
tiles, and other articles from plastic materials.
Green and Wright's machinery for the manufacture
of plain and ornamental bricks, slabs, tiles, and quarries.
Basford's patent for constructing brick -M-alls, and
ornamenting the materials to be used for the same.
Effertz' machinery for making bricks, tiles, &c.
Grimshaw's patent for compressing brick-eai'th and
other materials.
^lorris and Radford's pateut for the manufacture of
fire bricks, blocks, kc.
Poole's patent for making ornamental bricks, tiles, &c.
Newton's machine for making bricks.
Sharp and Balmer's apparatus for the manufacture
and drying of bricks.
GrimshaVs patent apparatus^ used in drying, pul-
verising, and compressing clay.
Piatt and Richardson's apparatus for making bricks.
Foster's method of rendering bricks impervious to
damp.
Smith's patent apparatus for the manufacture of
bricks, tiles, S:c.
The following description of Oatcs's brickmaking
machine is from Tomlinson's " Cyclopsedia of Useful
Arts, &c." It was described by ':Mr. J. E. Clift, of
Birmingham, at a meeting of the Institution of Me-
chanical Engineers, in November, 1859, and the descrip-
tion is printed in the ''Proceedings" of that body, and
is illustrated by four engraved plates, from which Mr.
Tomlinson has compiled the illustrative figure. "NVc do
not give this machine as the best, since there are many
other well-known machines of merit in use ; but we
ART OF MAKING BRICKS AND TILES. 197
offer it as an example of the meclianical means adopted
in tins class of inventions.
The present brickmaking machines at work are
divided by Mr. Clift into two classes, viz., those that
operate on the clay in a moist and plastic state, and
those for -which the material requires to be dried and
ground previous to being moulded. In the former class,
the plastic column of clay, having been formed into a
continuous length by the operation of a screw, pugging
blades, or rollers, is divided into bricks by means of
wires moved across, either while the clay is at rest or
while in motion, by the wires being moved obliquely at
an angle to compensate for the speed at which the clay
travels. This wire-cutting requires the clay to be soft,
so that the bricks are but little harder than those made
by hand, and require a similar drying before being placed
in the kiln ; and aV this renders the expense of manu-
facture about the same as for hand-made bricks. In the
second class of machines, tlie bricks are compressed in
a dry state in the mould ; but the processes for drying
the clay, and reducing it to a uniform powder, add to
the cost of manufacture.
JNIr. Gates has got rid of both objections, viz., the
difficulty respecting the previous preparation of the clay,
and the subsequent drying of the bricks. In his machine
the clay is used of such a degree of dryness as to allow
of its being mixed up and macerated, and compressed
into bricks by a single continuous action, the clay being
formed into a continuous column and compressed into
the moulds by the action of a revolving vertical screw.
The clay requires, in general, no previous preparation
beyond that given by the ordinary crushing rollers, and,
in some cases, may be put into the machine direct from
the pit, unless it contain stones, when it is passed through
198
RUDtMENTS OF THF
a pair of rollers. Figs. 2 and 3, when joined at the
parts indicated by the dotted lines^ form a longitudinal
section of the machine, and fig. 1 is a plau of the screw.
Fig. I.
The cast-iron clay cylinder A is expanded at the upper
part to form a hopper, into which the clay is supplied,
and the lower cylindrical portion is about the same in
ART OF MAKING BRICKS AND TILES.
Fig.d.
199
diameter as the length of the brick mould F, at the
bottom of the pressing chamber B. The vertical screw
C is placed in the axis of the cylinder, and carried by
200 RUDIMENTS OF THE
two bearings in the upper frame D ; this screw is
parallel at the lower part^ the blade nearly filling the
parallel portion of the clay cylinder, and is tapered
conically at the upper part to nearly double the diameter.
"When the clay is thrown loosely into the hopper it is
divided and directed towards the centre by the curved
arm E revolving with the screw shaft, and drawn down
by the tapered portion of the screw into the parallel
part of the clay cylinder in sufficient quantity to keep
this part of the cylinder constantly charged. The clay
is then forced downwards by the parallel portion of the
screw into the pressing chamber B_, and into the brick
mould F, which consists of a parallel block equal in
thickness to a brick, and sliding between fixed plates
above and below, and containing two moulds, F and G,
corresponding in length and breadth to the bricks to be
made. The mould-block F is made to slide with a reci-
procating motion by means of the revolving cam H,
which acts upon two rollers in the frame I, connected
to the mould-block by a rod sliding through fixed eyes;
and the two brick moulds are thus placed alternately
under the opening of the pressing chamber B to receive
a charge of clay, the mould-block remaining stationary
in each position during one quarter of the revolution of
the cam H. "When the brick mould F is withdrawn
from under the pressing chamber, the brick is dis-
charged from the mould by the descent of the piston K,
which is of the same dimensions as the brick mould ;
the piston is pressed down by the lever M, worked by
the cam X, when the brick mould stops at the end of
its stroke, and is drawn up again before the return
motion of the mould begins. A second piston L acts in
the same manner upon the second brick mould G, and
the discharged bricks arc received upon endless bands
ART OF MAKING BRICKS AND TILES. 201
O, by wliich they are broiiglit successively to the fron^
of the machine, when they are removed hy boys to the
barrows used for conveying them to the kihis to be burnt.
The solid block that divides the two brick moulds
F and G is slightly Avider than the discharge opening
at the bottom of the pressing chamber B, having an
over-lap, so that the making of one brick is terminated
before that of the next begins, in order to ensure com-
pleteness in the moulding. During the instant wheij
this plauk is passing the opening at the bottom of the
pressing chamber, the discharge of the clay is stopped,
and it becomes necessary to provide some means eithei
of relieving the pressure during that period, or of stop-
ping the motion of the pressing screw. Accordingly
the pressure is relieved by an ingenious contrivance,
forming in effect a safety-valve, which prevents the
pressure in the chamber from increasing wdien the brick
mould is shut off, and also serves to maintain a uniform
pressure during the formation of the brick, so as to en-
sure each mould being thoroughly and equally filled
with clay; this is effected by an escape-pipe P, similar
in form to the brick mould, but extending horizontally
from the side of the pressing chamber, and is open at
+hc outer extremity. The regular action of the screwy
forces the clay into the escape-pipe, as far as its outer
extremity, forming a parallel bar of clay in the pipe.
The resistance caused by the friction of this bar in
sliding through the pipe is then the measure of the
amount of pressure in the machine ; and this pressure
cannot be exceeded in the machine, for the instant that
the brick mould is full, the further supply of clay, fed
into the pressing chamber by the continuous motion of
the screw, escapes laterally, by pushing outwards the
column of clay in the escape-pipe. The uniform pres-
K 3
202 RUDIMENTS OF THE
sure of every brick in the mould up to this fixed limit
is ensured by the escape-pipe not beginning to act until
that limit of pressure is reached. Its action is similar
to that of a safety-valve, and the amount of pressure
under which the bricks are made is directly regulated
by adjusting the length of the escape-pipe. The latter
discharges a continuous bar of solid clay, advancing by
intermittent steps of j to ^ in. in length, each time
that the brick mould is shut oflF and changed. The
projecting piece of clay from the end of the escape-pipe
is broken off from time to time, and thrown back into
the hopper of the machine.
The upper side of the solid block separating the two
moulds F and G is faced with steel : and the upper
face of the brick is smoothed bv beiug sheared oflp bv
the edge of the opening in the pressing chamber ; the
under face of the brick is smoothed by being planed by
a steel bar R, fixed along the edge of the under plate,
and having a groove in it for discharging the shaving
of clay taken oflf the brick.
The screw shaft is driven by bevil gear from the shaft
S, which is driven by a strap from the engine, the speed
being adjusted according to the quality of the clay or
the Avear of the screw. The screw is driven at about
thirty revolutions per minute, when at full speed, or one
brick for each revolution of the screw. The machine
completes 12,000 bricks per day, or an average of
twenty per minute. The clay, as already stated, can
be taken dii'cct from the pit, passed through crushing
rollers, and then fed straight iuto the moulding machine.
Indeed, tlie clay within a quarter of an hour after being
brought from the pit may be seen stacked in kilns, and
in a few days burnt ready for use. The amount of
power required for driving the machine, and the wear
ART OF MAKING BRICKS AND TILES. 203
of the screw, vary according to the material worked.
With a calcareous marl about twelve horse-power was
found sufficient. AVhen the material is very siliceous
the cast-iron screws wear out quickly. Gun-metal has
been found much more durable than iron for the screw
and mould-block.
In burning bricks that contain much alumina, and
consequently retain a good deal of moisture, it is found
advisable to stack the bricks in the kiln in lifts of from
fifteen to twenty courses each. As soon as the bottom
lift has been stacked, small fires are lighted to drive off
the steam from the bricks, which might otherwise soften
those stacked above ; the middle lift is then stacked and
similarly dried, and then the top lift; after which the
full fires are lighted.
The crushing strength of these bricks made in the
machines at Oldbury is said to be double that of the
hand-made blue bricks of the neighbourhood, being an
average of 150 tons compared with 76 tons, or 8,024 lbs.
per square inch compared with 4,203 lbs. The trans-
verse strength, with 7 in. length between the bearings,
was found to be, for hand-made bricks, 2,350 lbs.,
for machine-made bricks, 3,085 lbs., and for the same,
hard burnt, 4,320 lbs.
One of the advantages of this machine is, that clay
containing a good deal of stone, which could scarcely
be worked for hand-made bricks, can be used. Th.<
brick-earth at Cobham is very unfavourable for brick-
making, it being so weak and friable that hand-made
bricks made fi'om it were crushed by a moderate pres-
sure; when made by the machine, however, serviceable
bricks were turned out. A material containing 84 per
cent, of silica has been made by this machine into
bricks. The bricks had not any hollow or frog in the
204 RUDIMENTS OF THE
upper space for holding the mortar, but arraugementt
were being made for producing it.
The extent to which bricks absorb water is im-
portant, since dry houses cannot be built with bricks
that are very absorbent. A brick of 9 lbs. weight will
absorb about 1 lb. of water, and it is stated that the
bricks made by this machine absorb less.
The cost of Oates's machine is from £150 to £200,
exclusive of the engine for driving it. The cost of brick-
making varies according to the price of coal in diflferent
localities ; but there is very little variation in the price
of the unburnt bricks made by the machine, the differ-
ence arising chiefly from the varying amount of royalty
charged on the clay in the pit, which varies from 1*.
to 2s. 6d. per 1,000. A machine at Cobham, employed
by ^lessrs. Peto and Betts, produced 200,000 bricks in
a fortnight of eleven days, but the average number per
week, of five and a half days, was considered to be
80,000, or at the rate of twenty-four bricks per minute.
The contract for the bricks in and out of the kilns,
exclusive of the cost of the coals, was first taken at
5*. 9d. per 1,000 bricks ; which was afterwards raised
to 65. 9d., owing to the distance of the clay from the
machine. To this had to be added 6d. per 1,000 royalty,
and the wages of the engine-driver at Gd. per 1,000,
raising the expenses to 7s. 9d. per 1,000 bricks. The
quantity of coals required for burning the bricks, and
for the engine driving, might safely be taken at ^ ton
per 1,000 ; and the price of coal at that place being 25*.
per ton, the total cost of making the bricks by the ma-
chine amounted to 20^. per 1,000, including the burning.
The following particulars respecting drain-pipe mak-
ing machines, and hollow bricks, ai'e also from Mi.
Tomlinson's " Cyclopaedia.^'
ART or MAKING BRICKS AND TILES.
205
The large and increasing demand for draining tiles
and pipes has led to great economy in their manufac-
ture. Some are moulded flat^ and afterwards bent
round a wooden core to the
proper shape : others are made at
once of a curved form by forcing
the clay through a dod or mould,
fig. 4, by mechanical pressure.
The action will be readily under-
stood from fig. 5, which repre-
sents a section of a strong iron
cylinder, containing a quantity of
clay in the act of being pressed
down Avith enormous force by a
solid piston or plunger. The
clay, as it escapes through the
dod, is evidently moulded into
the form of the pipe (also shown
in section), which is cut ofi:' in
lengths, by means of a wire, and
these, after a preliminary drying, ^'9- S-
are ready for firing. By using dods of different sizes,
pipes of various magnitudes arc formed.
Fig. 6 is an elevation of a drain-pipe making
machine, which we have copied from ]\Ir. Green's Avorks
at Lambeth. The cylinder contains a second cylinder,
capable of holding a given weight of clay, adapted to
the moulding of a certain number of pipes at one
charge. Thus, one box-full will furnish five 9-in. pipes,
six 6-in. pipes, seven 4-in. pipes, and so on. By the
action of the rack the piston forces the clay through
the dod or die upon a table, so balanced by Aveights
that the lengthening pipe is sufficient by its weight to
force doAvn the table, and when a certain ^engtli of pipe
206
RUDIMEXTS OF THE
is formed, the boy stops the machine by shifting the
strap "vrhich drives the rack-screw from the fast to the
loose pullevj and then cuts off the length of pipe with
Fig. 0.
a wire, removes the pipe so formed, raises up the table,
sets the machine in action, and receives a pipe upon the
ART OF MAKING BRICKS AND TILES. 207
table as before. When all the clay is thus forced out
of the cylinder^ the action of the rack is reversed,
whereby the plunger is drawn up out of the cylinder.
The cylinder, which moves on a kind of hinge, is then
tilted on one side to receive its charge of clay, and being
restored to its vertical position, the action proceeds as
before. By an ingenious contrivance, the fork which
shifts the strap from the fast to the loose pulley, is
weighted in such a manner that, when the boy raises
his foot from a treadle, the strap is at once moved on
to the loose pulley, and vice versa, thus giving the
attendant a third hand, and diminishing the chances of
danger from the strap. Mr. Green has a machine
worked by a screw, in which the process is continuous.
These pipes are washed with glaze before the firing, as
will be explained hereafter.
^ yV means of a tile machine, the holloiv bricks are
formed, which are so much recommended by the " So-
ciety for Improving the Condition of the Labouring
Classes,'^ and introduced by them in the construction
of dwelling-houses for the poor. The idea of tubular
bricks is not new, for such articles were used by the
Romans in large vaultings, where lightness of construc-
tion was required, and they are said to be in common
use in Tunis at the present time. The size of the bricks
is 12 in, long, and three courses rise 1 ft. in height.
Nine hollow bricks will do as much walling as sixteen of
the common sort, with only a slight increase in weight.
In passing through the tile machine, or in the process of
drying, the bricks can be splayed at the ends for gables,
or marked for closures, and broken off as required in
use, or they may be perforated for the purpose of venti-
lation. If nicked with a sharp-pointed hammer, they
will break off at any desired line ; and the angles may
208
RUDIMENTS OF THE
be taken off with a trowel as in the common brick.
The bricks for the quoins and jambs may be made solid
or perforated, and with perpendicular holes, either cir-
cular, square, or octagonal : those in the quoins may
be so arranged as to serve for ventilating shafts. The
hollow bricks, from their mode of manufacture, are
more compressed than common bricks, require less
drying, and are better burned with less fuel .
The following figures represent some of the forms of
hollow bricks in common use. a, fig. 7, is an extei'nal
brick, llf in. long, which with the quoin brick e,
and the jamb brick b, are sufficient for building 9-iu.
walls, e is 10^ in. long, with one splayed corner for
forming external angles, reveals, and jambs of doors
and windows, either square or splayed. The internal
jamb and chimney brick, b, is 8| in. long; c is an
Fig.
internal brick, adapted to any thickness of wall beyond
9 in. : d is for 5|-in. partitions, or internal walls, and
arch bricks, and is used for floor and roof arches of
7 to 10 ft. span. / is used for the same purpose, with
ART OF MAKING BRICKS AND TILES.
209
a webb to give extra strength, and to adapt them for
using on edges in partitions, 3f in. thick to rise in
6-in. courses.
Fig. 8 represents a specimen of hollow brick work
in 6-in. courses, with square
rebated joints for extra strength.
These bricks are adapted to the
lining of flint or concrete walls.
Fig. 9 is a section illustrative
of the construction adopted in
H. E,. H. Prince A.lbert's model
houses. The span of the arches
is increased over the living
rooms to 10 ft. 4 in., with a
proportionate addition to their
rise. The external springers
are of cast-iron, connected by
wrought-iron tie rods.
It is stated that there is an advantage of 29 per cent.
in favour of the patent bonded hollow bricks over ordi-
Flff.8.
nary bricks, in addition to a considerable diminution in
the cost of carriage or transport, and of 25 per cent, on
the mortar and the labour.
210 RUriMENTS OI TUB
CHAPTEB IX.
ADDITIONAL KEMAEKS ON THE MAXTFACTTRE OF
BRICKS BY MACHIXEEY.
It is proposed here to supplement the previous chapter,
written by Professor Tomlinson in 1863, by giving
full descriptions of some of the most remarkable, or
most used, of the very many brickmaking machines
now before the public. The trade in producing brick
machinery itself has come to be a very large one, in
which great intelligence, energy, and capital have been
invested, and from which have emanated an immense
number of inventions, chiefly the subjects of patents.
The results have naturally been much rivalry and com-
petition, so that, perhaps, there is no one of the trains
of machinery for making brick, which has had a success
enough to make it worth notice, which has not been ex-
posed to partial advocacy, and to equally interested and
frequently more mijust depreciation.
It would be highly out of place that "an outline" such
as this volume can alone pretend to, within its limits,
should undertake to appraise the relative merits or
demerits of the various machines we are about to notice
— the rather, as we are imable to treat the whole sub-
ject in the exhaustive manner that alone would justify
8uch criticism. The following notices, therefore, must
be viewed as merely collecting before the reader, with
sufficient illustrations, a few of the more prominent
brick and tile machines, or those most in use in Great
ART OF MAKING BRICKS ,VND TILES. 211
Britain, sufficient to serve as an index to those specially
interested, whereby more complete information may be
obtained through the respective makers or otherwise.
As has been sufficiently shown in the preceding
parts of this volume, the natural clays from which
bricks are to be made, though they may occasionally be
found in a state capable of being at once made into
brick, must most usually be subjected, after having
been dug out, to more or less disintegration, grinding,
and mixing into perfect plasticity, before being em-
ployed. For these purposes, the screen sometimes
being used beforehand, the crushing rollers and
the pug-mill are employed. Other methods of pro-
ducing perfect freedom from adventitious matter and
perfect plasticity are occasionally employed, when
special qualities of extra fine bricks are sought for,
but with those we need not trouble the reader here.
The above machines are employed in combination,
i.e., as parts of one compoimd machine, as produced by
some makers, separately as turned out by others. The
clay-mill, with crushing rollers working on edge in a
circular pan, is also in use. Brick machinery itsell*,
since the invention of Prosser, many years since, is
divisible into two great classes, wet and dry clay ma-
chines, i.e., machines which form the brick, by moderate
pressure in moulds, from ah'eady tempered and plastic
clay, and those which, under a far more severe com-
pression, mould the bricks from clay perfectly commi-
nuted, but either dry, or at most only very slightly
moistened. One of the most salient advantages of the
dry method is, that it produces a denser brick, and one
that shrinks less both in drying and in baking than
do those made wet ; and that a certain amount, though
not a very great one, of the labour and cost of the
212
RCDliLENTS OF THE
pelimmary preparation of the clay is saved. The
disadvantages, or some of them, are, that miless the
clay in the dry or merely damp state be scrupulously
well prepared, and unless a degree of pressure be
employed which demands a good deal of power, the
brick may be deficient in tenacity and in uniform
solidity, or even in perfect fairness of face. On the
other hand, with certain clays, and pressures beyond a
given point, bricks are thus produced, which, though
dense and resistant, have so ?/;«porous a surface as
hardly to take bond with either cement or mortar.
Fig. 1 represents Whitehead's Improved Clay Crush-
ing and Grinding Roller Mill, consisting of two pairs of
large iron rollers, fitted in a massive cast-iron frame.
The dimensions of the top rollers (which revolve at equal
speed) are 2 ft. 6 in. long by 1 ft. 8 in. diameter. The
lower pair (running as two to one, fur more thoroughly
incorporating the clay) are 2 ft. 6 in. long by 1 ft. 6 in.
ART OF MAKING BRICKS AND TILES.
213
diameter. The above mill is constructed for the pur-
pose of reducing rough strong clays or hard marls not
disintegrable by water, into a state to be rendered plastic
by future operations in the pug-mill, of which two dif-
Fiff.2.
feront examples are given in figs. 2 and 3 by the same
maker.
Fig. 2 is a large and powerfid pug-mill. The cylinder
is one strong loam casting made perfectly true ; it is
erected upon a massive iron basement, and provided
with two cast mouth-pieces for the discharge of the
pugged clay, one situate on each side at bottom. These
mouth-pieces may have sliding doors fitted, to increase
or diminish the area of the orifice, so as to cause the
clay to be more or less finely groimd. This is valuable
in admitting the adaptation of the mill to the pressing
out of large and small pipes, &c.
This mill makes about three revolutions per minute,
Vjrorked by the power of one horse, The cylinder is 24 in.
214
RUDIMENTS OF THE
diameter inside, and 54 in. liigli ; the total height to top
of vertical shaft is 87 in.
Fig. 3 represents TVhitehead's Perforated Pug-mill.
The advantage of this mill is, that during the opera-
tion of pugging the clay is forced out through the
'm^- iiii
perforations at the sides in the plastic state, leaving
behind the stones, which are carried, by means of the
internal arrangement of the knives on the vertical shaft,
through an aperture at the bottom ; thus combining
the process of pugging and screening in one op<»ration.
We entertain some doubts of the advantages of this
machine, however ingenious ; for screening as a pre-
liminary operation should, whenever practicable, never
be omitted.
Fig. 4 shows a very good form of nearly portable
ART OF MAKING BRICKS AND TILES,
215
clay-milL Mills in this fonn may be used for grinding
wet or plastic clay, but are more suitable for indurated
dry clays, wbich are to be used with, one or other of the
dry-clay brick machines. The pan, as is evident from
the figure, revolves, and the runners are carried round
by it, being free to move within a certain range verti-
cally. The pan is provided with curved blades, so fixed
as to keep the stuff constantly beneath the runners.
We now come to the composite machines, in which
crushing rollers and horizontal pug-mill are combined,
as in fig. 5.
For very hard clays, such as fire-clays for fire-brick,
two or even more pairs of crushing rollers may be
needed above each other, those closest set being at bottom.
216 A"RT or MAKING BRICKS AND TILES.
The rollers are driven at different speeds, so as to
produce a rub as well as a mere squeeze between the sur-
lig. 6,
faces, and so better disintegrate the clay. The rollers
are usually made about 20 in. diameter, and about 3 ft.
long. They are fed by hand, through a hopper at
top.
Haying thus described the machinery generally in
use for the pre}mrat\on of the clay, whether plastic or
dry, we proceed to illustrate a few of the brickmaking
machines themselves, commencing with those for operat-
ing on moist or plastic clays.
Fig. 6 represents a large machine as constructed by
Whitehead, of Preston, in which the rough clay thrown
in between the rollers at top is ground, and then passes
218
RLDIMENTS OF THE
at once into the vertical pug-mill, and is thence expressed
in two continuous prisms of the size in section of a brick
Fxg.l.
on flat, and which are at intervals cut transversely
into bricks by the wires of the frames, seen in the front
of the drawing. These are moved by hand.
Fig. 8 represents another form of machine, in
which the clay, already tempered, is drawn in and con-
tinuously expressed by a pair of rollers, the prism
being cut asunder into bricks by the radial wires
forming the arms of the wheel C, which is moved auto-
matically.
An extremely simply-contrived and most efficient
French machine of this class was exhibited in 1862 in
the French department. It was an invention of M.
Jardin, and manufactured by Cazenave & Co., Paris.
At work in the Exhibition, it made at the rate of
twelve thousand per day of ten hours, with only the
attendance of two men. The division of the prism of
clay was effected by wires attached to a wheel moved by
ART OF MAKING BRICKS AND TILES,
219
the macliine, but differently arranged from that of
fiff. 8.
^^ '.'
The followmg machine belongs to this same class.
It is Clayton and Co.'s second-sized horizontal brick
l2
ART OF MAKING BRICKS AXD TILES.
221
machine, which combines the crushing rollers, pug-
mill, and brick-forming in one machine.
These machines are largely run upon, and have been
employed extensively by our great contractors, and
upon many public works — facts which give the best
assurance that they answer well.
One of these machines weighs about 3^ tons, and of
this second size, with about 8 or 10 horse power, will
turn out from 75,000 to 90,000 bricks per week.
We now come to another class of machines working
Fig. 10.
with plastic clay, though capable of employing clay
nearly dry, or at least very stiffly tempered. The
machine shown in fig. 10 consists of a vertical pug-mill,
into the upper part of which the clay is fed, and in
which it imdergocs tempering and mixing, and, on
222 RUDIMENTS OF THE
reaching tte bottom of the mill, is pressed into the
moulds, of the form and size of brick required, which
are arranged in the form of a circular revolving table.
As this table revolves, the piston-rods of the moulds
ascend an inclined spiral plane, and so gradually lift the
bricks out of the moiilds, whence they are taken from the
machine by a boy, and placed on an endless band which
carries the bricks direct to the "waller." The speed of the
several parts is so arranged, that the operations of
pugging, moulding, and delivery proceed simultane-
ously in due order, the whole being easily driven by a
steam engine of about 6-horse power, which, at the
ordinary rate of working, will make 12,000 bricks per
day ; or with 8-horse power from 15,000 to 18,000.
In consequence of the great pressure to which the clay
is subjected in the moulds, the bricks produced by this
machine may be made from stiffer clay, so that less
H-ater has to be evaporated in the drying, thus saving
much of the time required for hand-made bricks, and
n voiding the risk of loss from bad weather.
One poiut of importance to remark as respects this
last class of machines, compared with the previous one,
is this — wire-cut bricks are smooth and perfect in form,
provided the clay be not only perfectly plastic, but per-
fectly uniform and free from adventitious particles.
If, however, the plastic clay contains gravelly par-
ticles, or be of such a quality that it is necessary to
mix it with ashes or '•' breeze," then the section made
by the passage of the wire drags out and after it more
or less of these solid particles, and the faces of section
are rough and uneven ; in such cases resort is best had
tD those machines of pressure only.
In the following brick-pressing machine also, for
plastic clay, the moulded bricks are delivered by the
AUT OF MAKING BRICKS AND TILES. 223
mactine directly on to tlie horizontal belt that carries
them away ; so that the labour of attendance is nearly
limited to feeding the tempered clay into the top
hopper. We are not aware to what extent as yet this
ingenious machine has been employed.
Figs. 11, 12, 13, and 14 illustrate a brick-pressing
machine recently patented by Mr. W. Longley, of Leeds.
The invention relates to an arrangement of brick-
moulding machinery, whereby bricks are produced from
"wet" clay, having great solidity, with a smooth ex-
terior, and containing a less amount of moisture than
those produced by hand, or by machinery at present in
use.
Fig 11 is a side elevation of the machine ; fig. 12 is
a partial end elevation, showing in longitudinal section
the cylinder which carries the moulds, and presents them
successively to a conical hopper to be fed with clay ; fig.
13 is a cross section of the mould-cylinder, showing its
connection with the hopper ; and fig. 14 shows the
means used for locking the cylinder, so as to keep the
moulds stationary while being filled and discharged.
A A is the main framing of the machine, upon which
is mounted in suitable bearings a horizontal cylinder B.
This cylinder is cast with open ends, and it is fitted
near the middle of its length with a series of four
moulds, C C, arranged radially around it. These moulds
are formed by recesses cut through the periphery of a
projecting band a a, that surrounds the cylinder, having
their ends closed by the rings b h (bolted to the cylin-
der) : a series of close chambers, D D, are formed in a
similar manner between the moulds for receiving steam
for heating the latter. Immediately above this con-
centric projection of the cylinder B, and in close prox-
imity thereto, is situate the hopper E, in which a screw
ART OF MAKING BRICKS AND TILES. 225
is mounted for forcing down the clay into the moulds
as they arc presented to the former. Fitted into the
moulds are plungers, F, the stems of "which project
through the inner periphery of the cylinder B, and are
intended for discharging the bricks from the moulds ;
the inner periphery of the cylinder B is also pierced to
receive the ends of a cruciform arrangement of steam
pipes, G (fig. 18), for supplying steam from a central
pipe running in the direction of the axis of the cylin-
der to the chambers D ; an intermittent axial motion is
given to the cylinder, for the purpose of bringing the
moulds severally imder the hopper to be filled, and
subsequently under the action of a plunger the clay thus
filled into the mould presented to it is compressed
therein. "When this is efiected, and the cam in its
revolution has passed out of action, the weighted crank
lever draws back the plunger N out of the mould. An-
other movement of the cylinder B now takes place, and
the compressed brick is brought down to the position
for being discharged on to an endless apron 0. This is
efiected by the stem of the plunger, F, of the mould,
being pressed upon at its rear end by the rocking lever H.
This rocking lever is mounted on a bent bracket arm
attached to the main framing, and it is provided with a
roller, which bears upon a rocking cam having a stud
pin on the framing for its fulcrum. This rocking cam is
jointed to a rod, which connects it with a rocking arm,
pendent from a bracket on the framing. The arm
carries a roller which bears against a cam on the cam
shaft ; the revolution therefore of the cam shaft gives
a reciprocating motion to the cam H, thus causing
it to rock the lever H, and depress the plunger that has
been brought beneath its inner end. This depression
of the plunger efiects the discharge of the brick, which
l3
226 TltT)DJEXTS OF THE
is facilitated by the heating of the moulds through the
admission of steam as before explained. To prevent
the adherence of the clay to the compressing plunger,
that is made hollow, and steam is convered into it by
an arrangement of jointed steam pipes, as shown at fig.
1 1 . The discharged brick is received on to an endless
apron, 0, which receives motion from the spur wheel
on the cylinder B, gearing into a spur wheel on
the axle of one of the carrying rollers of the apron.
The cylinder B is also furnished with a ring, in the
periphery of which are four notches, corresponding
with the moulds. These notches (see fig, 14) are for
the purpose of receiving the taper end of a locking bar
P, which, when it is desired temporarily to lock the
cylinder (as at the moment of filling, pressing, and
discharging the moulds), is thrust forward by a cam on
the cam shaft pressing upon a roller, mounted on the
end of the locking bar, which slides in guides provided
to receive it. The release of the cylinder is efiected
by throwing back the locking bar by means of a
weighted crank arm, as in the case of the compressing
plunger.
This machine (fig. 15), the subject of a patent, is
made by Whitehead, of Preston ; it works upon tem-
pered clay also. The merits claimed for it consist in
simplicity of construction and eflUcient performance.
The junk of clay or brick may be previously moulded
as for other pressing machines, but with this machine it
is not absolutely necessary to previously mould the lump,
if only sufficient clay be supplied to make a brick, and
be simply placed in front of the piston ; it then is forced
into the mould or die (of which there are four on a
revolving shaft) of the desired size, and any superfluous
bulk of the clay is cut ofi", thus making all the bricks
ART OF MAKING BRICKS AND TILES.
227
perfectly true and of uniform dimensions. During the
return of the piston the box of dies or moulds revolves
one-fourth of the way round, thus bringing another
empty mould, which has already been oiled and cleaned
by a self-acting lubricator, directly opposite the piston,
Fig. 15.
to receive the next brick. In the meantime, a self-
acting push-plate forces the brick, already pressed, out
of the die upon a self-acting table prepared for carry-
ing it away.
The following well-arranged machine belongs to the
class which can operate upon either plastic or dry clay,
but which is, in our opinion, best adapted to the former.
The makers and patentees, Messrs. Bradley and Craven,
of Wakefield, have had a large experience in machinery
of this sort.
Simplicity of parts and strength are the main cha-
racteristics of this machine.
If the material be coarse or strong, it must be crushed
228
RrDiHEirrs of the
before being passed into the hopper, into which it may
be delivered either with or without water.
Two moulds receive the charge of clay at once.
^Vhile these are being filled, the two that had been
Fig. 16.
just before filled are being subjected to a considerable
pressure, and the two bricks that had just previously to
that been so pressed are in process of delivery, out of
the moulds and on to a flat belt which takes them
away.
For the production of smooth, well-squared facing
bricks this machine works extremely well.
We now arrive at the last class, namely, of ma-
chines intended specially to operate upon dry clay, or
nearly dry clay.
Amongst these we may notice the patent machine of
Hersey and Walsh, which has been recommended by a
ART OF MAKING BRICKS AND TILES. 229
competent authority — Mr. Humphrey Chamberlain,
Consulting Pottery Engineer, formerly of Kempsey,
near Worcester.
This machine is stated to have been an American
invention, which attracted attention from the simplicity
of its movements and the enormous power it was capa-
ble of exerting with a small amount of friction. It
was found working successfully in the United States,
and arrangements made for its introduction in this
coxmtry. It produces an excellent article, and works
satisfactorily here also.
Some few alterations had to be made to adapt it
to English-sized bricks, as American bricks are little
more than one-third the cubical contents of the English.
The weight of these machines is about 25 tons, which
is necessary to withstand the enormous pressure they are
capable of exerting. They are made with any number
of moulds from 2 to 8. "With 6 moulds, and driven by
a 6-horse engine, to deliver 24 bricks per minute, one
machine is capable of giving 330 tons pressure on the 6
bricks ; and if worked by a more powerful engine, the
pressure can be increased, only limited by the strength
of the machine. As few clays require more than 20 or
30 tons on a brick, from 4 to 5 horse power is ample.
The motions of this machine are performed by a pair
of cam wheels, the pressure being communicated by a
pair of rollers running on the cams, with the mould
pistons fixed on the shaft between them. The moidds
are raised and lowered by the same cams. The bricks
are delivered and the moulds re-fed with dry clay from
the hopper by a feeder worked by friction. The ma-
chine, after pressing 6 bricks, delivers them on a board
ready for removal, so that they go dii-ect to the kilns
without being handled or injured. The whole machine
230
RUDIMENTS OF THE
is fixed on one bed-plate, and is made of such strength
as not to be likely to get out of order.
The following machine will afibrd a sufficiently clear
notion of the construction, or at least the general prin-
ciples of construction, of the great majority of dry-
clay brick-machines which have been brought into
successful action.
Fig. 17 represents the di-y-clay brickmaking ma-
nj. 17.
chine, of which Messrs. Bradley and Craven, of "Wake-
field, are the inventors and patentees.
One of the disadvantages or difficulties of making per-
fectly sound and solid bricks from completely dry clay,
however finely pulverised, is that the air lodged in the
interstices of the clay dust is sometimes not easily and
completely expelled by a single compression, but lodges
in one or more irregular cavities into which it has col-
lected, and so leaves the brick hollow. One of the
main objects of this machine is to obviate that evil,
AKT OF MAKING BRICKS AND TILES. 231
which is proposed being accomplished by its possessing
the power of relieving each brick from pressure, and
again applying it, so as gradually to force out the air,
and finally consolidate the brick, and that to an extent
that a single pressure, though greater, and hence
exerting a greater strain on the machine, might not
accomplish.
The patentees state : " By this machine two or three
distinct pressures can be given to each brick. If two
pressures (that is, upward and downward) are sufficient
to produce a good article from the clay, then the ma-
chine makes two bricks at a stroke, or for every revolu-
tion one brick by each eccentric. If the clay is of such
a character that the whole of the air cannot be expelled,
or the dust sufiiciently condensed to make a perfect
brick by two pressures, then a third is given by carry-
ing the brick round under the second eccentric. With
most clays two pressures will be found sufficient. It is
only necessary to test a little of the clay to be worked
so that the machine may be adjusted to mould and
press from any kind of earth equally good bricks. The
only change for giving three pressures is, to adjust
the machine to run faster, and change the inclined
plane for giving the upward or first pressure, and
delivering the bricks. The action of the machine is
easily imderstood. The clay being delivered by an
elevator from the crushing rollers into the hopjDcr of
the machine in motion, the tappet wheel turns the
mould table the length of one mould. This action
delivers two empty moulds under the hoppers to receive
clay, delivers two bricks to the attendant, and gives a
powerful upward pressure to the clay received in the
moulds that have just left the hoppers. The table is then
for a moment stationary, while the two eccentrics give
232 RUDIJIENTS OF TKR
the final strain on two bricks. When the eccentric
pistons are clear of the moulds the tappet again turns
the table one brick's length, and the same action is
renewed. During the time the eccentrics are giving
pressure, the table is held firmly by a stop, which if
then released."
The last of this class which we shall notice is the
dry-clay machine of Wilson, of Campbellfield Brick-
works, Glasgow, which was exhibited in action at the
Exhibition of 1862.
The peculiarity of working of this machine is, that
the dry and pulverised clay prepared for being made
into brick is carried along automatically to the hopper,
and, just before being delivered into it, is subjected to
being blown upon by the waste steam discharged from
the non-condensing engine which drives the machine.
The result is a slight condensation of steam on and in
tive pores of the clay, and a slight Karming of the clay
itself. From this arises a much-increased tendency to
rapid and perfect agglutination in the clay when sub-
mitted to pressure in this state, between wet and dry,
and a much readier expulsion of the air involved in
the mass. There is not the slightest doubt of the
great advantage derived from this very simple mode
of treating the dry clay prior to compression.
There are several contrivances in Mr. Wilson's ma-
chine, as to details, also of value, especially one by
which the maximum pressure possible is so regu-
lated that the destruction of the machine is guarded
against.
One great improvement yet remains to be made to
render perfect dry-clay brickmaking machines, namely,
to adapt to them the same method that was employed
by Mr. Brockedon, in his patent for compressing dry
ART or MAKING BRICKS AND TILES.
233
powder of plumbago into a dense and solid block to be
sawed into pencils, namely, the operatiJig the compres-
sion in a vacuum, so that the air involved between the
particles of dry clay (or dust, if quite dry) being thus
extracted, the mechanical pressure is free to act fully
and solely in producing condensation and agglutination
of the clay particles.
Any one of the brick machines of the first class,
down to fig. 8, inclusive, may, by a suitable alteration
of the discharging dies and receiving tables, be made
to express and form perforated bricks, moulded bricks,
drain or other pipes, or tiles of any sort, as in
Fig. 7.
"We shall therefore confine our illustrations of tile-
making machinery, specially so designed, to two exam-
ples, viz., to fig. 18, the large drain-pipe machine of
Fig. 18.
Page and Co., of Bedford, which forces out a con-
tinuous hollow cylinder from the plastic clay (as at A,
fig. 19), and fig. 19.
234
RUDIMEXTS OF THE
The macliine by "Whitehead, of Preston, for pressing
one end of the cylinder so cut off to a given length, as
at A, into the socket form, as at B, fig. 10, so that the
lengths shall go together with spigot and faucet joints.
Dies of Tarious forms, prepared to adapt to any of
the brick or tile machinery, are supplied by the makers,
ART OF MAKING BRICKS AND TILES. 235
by w'hicli almost any form (solid or hollow, tubular or
multitubular, i.e., perforated like "perforated brick"),
that can be produced by the advance of a given section
parallel to itself, may be formed. The figures in Fig 7
show a few of the more usually employed sections —
those at the right being drain-pipes, those in the middle
for building purposes, and the left-hand ones for roof-
ing use.
In addition to the machines for brick and tile making,
which we have thus pretty copiously illustrated, there
are other machines almost innumerable for making
special forms in plastic or in dry clay, referable to the
great family of bricks and tiles. A great tribe of
these machines, to which our space forbids our making
any allusion, is employed in Great Britain and abroad
in the manufacture of encaustic, or inlaid, or intaglio
tiles for flooring and other architectiu'al purposes.
Those who desire still more complete or enlarged infor-
mation on the subject of this class of machinery shoidd
consult the Practical Mechanic's Journal Record of the
Exhibition of 1862, Mr. D. K. Clarke's "Exhibited
Machinery of 1862," the Reports of the Juries of
Exhibition, 1862, and the volimie of Abridgments of
Patents, relating to drain tiles and pipes, bricks, tiles,
and pottery, issued by the Patent Office, extending from
1619 to 1861. There have been many patents since
that date, and many descriptions of machines of more
or less value are also to be found scattered through the
British and foreign mechanical journals, in encyclop?edia
articles, &c. Though not important for those employ-
ing brick machinery at home, it may be desirable, for
the information of British colonists, that we should in-
dicate the form of portable high-pressure steam engine
most usually employed for actuating such. It is that
236 RUDIMENTS OF Tire
shown in fig. 20, being one of this class of engines
manufactured by Cla3rton and Shuttle worth. When
bricks, &c., are required for a special contract or some
private work presenting but a terminable demand, such
Fi^. 20.
portable engines are the best and cheapest in ever^
way ; but, for a great and permanent brickmakiug
establishment, engines upon fixed bed-plates or foimda-
tions are to be preferred.
In concluding these notices of the apparatus of the
mechanical brick and tile maker, we must not omit to
call the reader's attention to probably the greatest im-
provement that has ever been made in the constructioD
ART OF MAKING BRICKS AND TILES.
237
of kilns, for at once drying and burning brick, viz.,
the patent brick-kiln of Hoffmann.
This kiln is, in fact, an admirable adaptation to brick
FUj. 21.
drying and burning of Siemens's regenerative principle
of furnace, as will be apparent from the following
Tig. 22.
account, abridged chiefly from a paper by Professor
James Thomson, of Belfast. Fig. 21 is a half-plan on
top of the kiln, the other being a horizontal section at
238
RrDIMESTS OF THE
the level of the flues, leading into the central chimney-
stalk, as seen in the vertical section, fig. 23. Fig. 22
is a diagram of the whole to a reduced scale, which is
referred to in illustrating the description of the mode
of working of the kiln.
The accompanying engravings illustrate this remark-
able form of kiln, invented by M. Hoffinann, of Berlin,
but patented in England by Mr. H. Chamberlain, who
supplies designs ibr their construction, &c. Some sixty
of these kilns are already at work on the Continent and
in Great Britain. The furnace or oven consists of a
circular channel, 0, of any section, which receives the
objects to be fired, introduced through doors in the
outside wall ; the fuel is fed in by apertures formed in
the top of the arch. Flues lead from the bed of the
ART OF MAKING BRICKS AND TILES. 239
furnace to the smoke-chamber R, whicli surroimds
the base of the central chimney, the commimication
with which can be cut off when required by means
of cast-iron bell-shaped covers. An intercepting
damper can be lowered or placed in grooves built
into the walls of the furnace immediately behind each
flue, so as to separate it at any distinct or equidistant
compartment. The fuel passes through apertures which
are constructed in the arch, and falls through channels
formed by the objects to be burnt to a chamber in the
bed of the furnace, from which a certain number of
small flues radiate to produce a free current from fire
to fire. In practice it is found barter to divide the
kiln into twelve chambers, to which there are twelve
entries or doorways, and the same number of flues
communicating with the smoke-chamber, and just as
many openings in the arch for the reception of the
large intercepting dampers — thus the furpace can be
divided at any one of the twelve parts. For clearer
distinction, these compartments may be numbered, as
in fig. 22, from 1 to 12, of which two, ISTos. 12 and
1, we will suppose are separated by the intercepting
damper. The objects to be burned may be bricks or
tiles, &c. Suppose the fire in full operation — the doors
leading to the compartments 1 and 2 being open, No. 1
for filling it with fresh goods, and No. 2 for taking
out those already burnt. The chambers Nos. 3, 4, 5,
and 6, which arc all filled with burned goods, are
gradually cooling by the air entering through the doors
of Nos. 1 and 2, and as it passes on through warmer
and at last glowing ware, it will result that the kiln
fires are supplied with atmospheric air almost as hot as
the furnace itself. In chamber No. 7 the fire is burn-
ing, and when its contents have reached the desired
240 RUDIMENTS OF THE
temperature, No. 8 will have arrired at such a degree
from the absorption of the waste heat, that the fuel
introduced from the top is instantly inflamed.
The compartments Nos. 9, 10, 11, and 12, will be
dried ofi", and heated one after another by the waste
heat which passes through and expends itself on the
contents of these chambers, and on its arrival in No. 12,
meeting with the obstruction of the large damper,
it is conducted by the small flue to the chimney, with
its temperature again so lowered that it will only just
support the draught. No. 1 being now filled again,
the damper between 12 and 1 is lifted and lowered be-
tween 1 and 2. The bell damper above the mouth of
the flue No. 12 is lowered, and that of No. 1 lifted.
The doorway of No. 12 is then closed, and that of
the compartment No. 3 opened, the contents of which
wiU be sufficiently cooled to be taken out, while No. 2,
which is empty, can be fiUed again.
On the 5th of January, 1864, Professor J. Thomson,
of Belfast, read a paper on the manufacture of bricks,
before the Chemico- Agricultural Society of Ulster, in
which he referred at considerable length to the Hofl&nann
oven. The foUonNnng is an abstract of his paper : —
Having explained the chief methods in use for working
the clay and forming it into bricks ready for the kiln,
he then turned attention to the great loss of heat which
occurs in the ordinary modes of burning bricks in com-
mon kilns. This loss is twofold. First, during the
burning of the bricks the air which has passed through
the fuel, or among the heated bricks, and the smoke,
including the gaseous products generally, passes away
from the kiln to waste at a very high temperature, even
at a red heat, during a considerable part of the process.
Secondly, when the bricks are raised to the high tern-
ART OF MAKING BRICKS AND TILES. 241
peratnre I'equired to burn them, and render them pei-^
manently hard, the great store of heat which they
contain is entirely thrown to waste while they are
left to cool. In this new kiln a remarkable economy
of fuel is effected, by saving the twofold loss of heat
uli'eady mentioned : first, it saves the heat of the
gaseous products of combustion and imconsimied air
passing through and away from the burning bricks, by
applying this heat effectively in drying the new fresh
bricks about to be burnt, and raisiiig them up to an
incandescent temperatui'e, so that oiliy a very slight
addition of-heat ffbm ignited fuel directly is required to
complete their burning; and, secondly, it saves the
heat of the cooling bi'icks, after their having been
sufficiently fired, by appl^^ing it all again in warming
the air which goes forwaM io supply the fires; so that
the fuel is bufnt with air already at nearly an incan-
descent temperature, instead of requiring, as usual, to
heat the air for its own combustion. Professor Thom-
son explained, as an example, the large kiln which
Mr. Moore was then constructing at his brick- works at
IIayfieldPark,in the neighbourhood of Belfast. Thekiln,
as will be seen, is built in the form of a large arched
passage, like a railway tunnel, bending round in going
forward on the ground till it closes with itself to form a
great circular ring-chamber, within which the burning
of the bricks is carried on. This ring-chamber maybe
of any convenient dimensions, 160 ft. diameter being
a suitable size. Round its circumference there are
twenty-four entrance doorways, admitting of being
closed with temporarily-built bricks and clay, so as to
retain the heat and exclude all entrance of air by the
doorways so built up. The great ring- chamber may now
be conceived as consisting of twenty-foui* compartments
M
242 RUDIMENTS OF THE
or spaces, with one of these doorways to each. In the
centre of the ring a high chimney is erected, and from
each of the twenty-four compartments of the annular
chamber an underground flue leads into the chimney.
There are, then, twenty-four of these flues converging
towards the centre like the spokes of a wheel, and each
flue has a valve, by which its communication with the
chimney can be cut off. Arrangements are made by
which a partition like a damper can be let down at plea-
sure, or otherwise placed, so as to cut off all communi-
cation between any of the twenty-four compartments of
the ring- kiln and the next one. Let us now suppose the
working of the kiln to have been already fairly esta-
blished ; for, after being once kindled, the fire is never
extinguished, but the burning of new bricks and the
removal of the finished produce are carried on by a con-
tinuous and regular process from day to day. Two
adjacent compartments have this day their entrance
doors open, all the rest being perfectly closed. By
the arrangement of the valves in the flues, and the
large partition, the air which gets admittance alone
by the two open doors has to go round the whole
circuit of the ring-kiln in order to be drawn into the
chimney. From one of the two open compartments
men are taking out the finished and cooled bricks, and
in the other one they are building up newly-formed
uubumt bricks which are not yet quite dry. The air,
entering by these two compartments, passes first among
bricks almost cold and takes up their heat, and then
goes forward to warmer bricks, and then to hotter
and hotter, always carrying the heat of the cooling
bricks forward with it till it reaches the part of the
ring diametrically opposite to the two open and cold
compartments. At this place it gets a final accession
ART OF MAKING BRICKS AND TILES. 243
of heat ftom the burning of a very small quantity of
small coal, which is dropped in among the bricks from
time to time by numerous small openings furnished
with air-tight movable lids. Thus at this part of the
kiln there is generated the full intensity of heat which
is required for the burning of the bricks. The hot air,
including the products of combustion, which, for brevity,
we may call the smoke, though it is really perfectly
gaseous and free from sooty particles, then passes for-
ward to the bricks, which, by its continuous current,
are being heated ; and it passes on among them from
hot bricks to those which are less and less hot, heating
them as it goes, and then passes on to those which are
still damp, drying them as it goes ; and then it passes
to the chimney, in a state almost cold, and saturated
with the moisture, in the form of steam or vapour,
which it has taken from the damp bricks. On the
following day to that on which the operations just
described have been going on, the partition is shifted
forwards by the space of one compartment, and a
corresponding change is made as to the flue which is
to communicate with the chimney, and as to the pair of
compartments open for the admission of air and for the
removal of finished cold bricks, and the building in of
fresh damp bricks ; and so the air, including the products
of combustion, at the end of its circuit in the annular
chamber, just before passing ofi" to the chimney, now
passes among the fresh bricks which were described as
built in on the yesterday of this new day. The place
where the small-coal fuel is thrown in is also advanced
roimd the circle by the stage of one compartment ; and
so now the whole process goes on just as it did yesterday.
The fire thus makes a complete circuit of the annvJar
chamber in twenty-four working days. The whole
M 2
244 VRT OF MAKING BRICKS AND TILES.
process may be left dormant on Sundays, merely by this
closing of all apertures for the admission of the current
of air. The same kind of kiln, with the same process
of working, is applicable in the burning of lime ; and
both for the brick-burning and the lime-burning, the
saving of fuel, relatively to what is consiimed by the
ordinary methods, is such as to appear at first sight
almost incredible.
The Hoffimann or Chamberlain kiln is not so easily
applicable to burning lime as it is to brick, nor will it
answer without considerable modification for burning
o
thin and light tiles or pottery. There must be mass
enough in the goods to be fired to afibrd the requisite
magazine of absorbed heat to be afterwards used up,
and the draught must not be impeded as by the breaking
down of limestone when burnt into lime.
Those kilns are not necessarily made circular. They
are, indeed, now more usually rectangular, with
or without rounded ends, in plan. 'V\T?en originally
writing the preceding, the author of this chapter had
not himself seen those kilns at work, and hence quoted
from others as to their properties, &c. He has since,
however, had occasion, professionally, to make himself
fully acquainted with their construction and perform-
ance, and can indorse fully all that has been stated,
and, indeed, might say much more in their com-
mendation.
Many structural improvements and simplifications
have latterly been made in those kilns ; but as the
patentee, Mr. H. Chamberlain, as a Pottery Engineer,
is professionally engaged in providing designs for those
who employ these kilns, it would not be fair that the
writer shoiild here enter into further details.
APPENDIX 1.
The following pajier was read by Mr. Tomlinsoii at a meeting of the
Geologists' Association, ou February 3, 1862 : —
On the Plasticity and Odouk of Clay.
It is a happy result of Bacon's method of inquiry that science is
not required to explain the causes of things, but to state the laws of
phenomena. Nevertheless, while these laws are obscure, and facts
are scattered, theory may often do good service by collecting and
marshalling them : for, as our great master of induction well observes,
"Facts are the soldiers, but theory is the general." And again,
" Truth is more easily evolved from error than from confusion." That
is, a bad theory is better than none at all, for it serves to collect and
arrange the facts, and thus makes them more easy to handle.
In these remarks must be found my excuse to-night for endeavour-
ing to bind together some of the facts respecting a property of a
very common substance ; namely, the Plasticity of Clay.
The more I consider this property the more wonderful and inex-
plicable does it appear. Take a mass of dry clay ; it cracks easily,
and crumbles readily : add to it a certain proportion of water, and it
becomes jtlasiic — it obeys the will of the artist or the artizan, who
can, out of this yielding mass, create new forms, or perpetuate old
ones. Drive off the water at a red heat, and plasticity is for ever
lost ; rigiditi/ takes its place : the clay is no longer clay, but some-
thing else. It may be reduced to powder, and ground up with water;
but no art or science can again confer upon it its plasticity.
All this is very wonderful. There is another fact that is equally
.-0 : if we combine the constituents of clay in the proportions indi-
cated by the analysis of some pure type of that substance, we fail to
produce plasticity. I have on the table specimens of Dorset clay3
dry and crumbling ; the same wet and plastic ; and the same in the
forma of casts of fossils, which have been passed through the- five,
246 APPENDIX.
and have exchanged plasticity for rigidity. Tiiey are, in fact, in the
form of biscuit.
With respect to the temperature at which clay becomes rigid, we
have no accurate information. It is much lower than is generally
supposed, as will appear from the following experiment : — I pounded
and sifted some dry Dorset clay, and exposed it to a sand-bath heat
in three portions varying from about 300° to 600°. Specimens were
taken out from time to time, and rubbed up with water, but they did
not lose their plasticity. Some clay was put into a test tube with a
small quantity of mercury, and heated until the mercury began to
boil. At this temperature (viz. 650°) the clay did not cease to be
plastic. The flame of a spirit-lamp was applied, and the tube was
heated below redness ; after which the clay, on being mixed with water,
showed no sign of plasticity.
In experiments of this kind, the first action of the heat is to drive
off the hygrometric water. The clay then becomes dry, but is not
chemically changed ; it does not cease to be plastic. On continuing
to raise the temperature, the chemically combined water is separated,
and the clay undergoes a molecular change, which prevents it from
taking up water again, except mechanically. With the loss of this
chemically combined water, clay ceases to be plastic.
It was, I believe, first noticed by Brongniart,* that we cannot pro-
duce plasticity by the synthesis of clay. The fire clay of Stourbridge,
for example, is a hydrated silicate of alumina, represented by the for-
mula Alo O3, 2 Si O2 + 2 Aq. If we mix one atom of the sesqui-
oxide of alumina with 2 atoms of silica and 2 of water, we get a
compound which cannot be called clay, since it is wanting in plasticity.
It is quite easy to obtain either alumina or silica in the gelatinous
state ; but we cannot obtain them in the plastic state.
Clay is almost the only substance in the mineral kingdom that pos-
sesses plasticity. In loam, if the sand be in large proportion, and in
marl, if calcareous matters abound, so as to deprive either material
of plasticity, it ceases to be clay. There are also certain silicates of
alumina which are not plastic ; such as bole, lithomarge, and fuUers'-
earth. Bole consists chiefly of a hydrated bisilicate of alumina, in
which a portion of the alumina is replaced by sesquioxide of iron.
Lithomarge also contains iron, and is sometimes so compact as to be
used for slate-pencils. FuUers'-earth contains lime, magnesia, and
iron, in addition to its principal ingredients.
■ '■ Tiai'4 Jes Arts C^ramiques." Parij, 18M. Vol. 1. p. 83.
APPENDIX. 247
There is probably no substance so indeterminate in its composition
as clay. Regarding it, as Lyell does,* as " nothing more than mud
derived from the decomposition of wearing down of rocks," it must
necessarily contain a variety of substances ; such as oxide of iron,
lime, magnesia, potash, silica, bitumen, fragments of uudecomposed
rock, &c. These substances impair the plasticity of the clay, and
impress upon it certain characters which are of more importance to
the manufacturer than to the chemist, or the geologist. Bronguiartf
enumerates, and gives the analyses of no fewer than 167 clays and
28 kaolins, all of which are in use in the arts in different parts of the
world. They probably all differ in plasticity, but they all possess it ;
and at a high temperature exchange it for rigidity. A rough method
of measuring the plasticity of different clays is to note the length to
which a cylinder of each can be drawn out in a vertical direction
without breaking. In such a comparison, the clays must, of course,
be worked equally fine, and contain the same proportion of water.
It is commonly stated that the ingredient that confers plasticity
on clay is its alumina ; and yet, strange to say, pure alumina alone
whether gelatinous, or after having been dried and ground up with
water for a long time, never gives a plastic paste. Indeed, nothing
can be conceived less plastic than gelatinous alumina, as may be seen
from the specimens on the table. We may drive off most of the water
from this gelatinous hydrate, but it will not become plastic. Or we
may form clay by mingling solutions of the silicate of alumina and the
aluminate of potash. You see they are perfectly fluid. I apply the
heat of a spirit-lamp, and we get an opalescent gelatinous mass, but
still no plasticity. We have, indeed, formed a gelatinous clay.
We cannot say that the gelatinous state of alumina is the cause of
plasticity in clay ; for silica may be made as gelatinous as alumina,
and silica is certainly not the cause of plasticity. It may be that the
strong affinity of alumina for water (retaining a portion of it even
when near a red heat) may be the cause of this property — ^just as
turpentine renders wax plastic; and water and gluten confer the
same property on starch.
We have seen that clay ceases to be plastic when its chemically
combined water has been driven off. Still, however, water cannot be
said to be the cause of plasticity, as a general property, since we
have, in melted glass, a more perfect example of plasticity even than
» "Manual of Elementary Geology" (1855), p. 11.
i *' Des Arts C^ramiques," Atlas of Plates.
•248 APPENDIX.
in clay ; and few substances are more plastic than sealing-wax at a
certain temperature.
A clear idea of plasticity, and of some of the other mechanical
properties of matter, may probably be gained by considering them as
variations of the forces of cohesion and adhesion, and by bringing
these, in their turn, under Newton's great law of attraction, which,
whether exerted between atoms or masses, is directly as the mass,
and inversely as the squares of the distances.
Now, if we suppose the distances between the molecules of matter
to be 1-millionth or billionth, or 2, 3, i, 5, 6, &c., millionths or bil-
lionths of an inch asunder, the intensity of their attractions will be 1,
^^th, -g^th, iV^h, &c., or, to represent it in a tabular form : —
Distances 1 2 3 4 5 6 7 8 9 10, &c.
Intensities of attraction 1 i i iV -rs -sV "iV "CT -gV tdij. &c-
Suppose the molecules to be of the same density, but at different
distances apart, as represented in the upper line. At the distance of
1-millioath of an inch we get an intensity of attraction represented
by 1. At 2-milliouths of an inch the force of attraction is only one-
fourth. Now, the idea is this, that the mechanical properties of
matter, — such as porosity, tenacity, hardness, brittleness, plasticity,
elasticity, &c., depend upon variations in the attractive force of the
molecules according to the distances apart of such molecules. Thus,
if the molecules of clay require to be 5-millionths of an inch apart
iu order to produce plasticity, the intensity of attraction between
them will be represented by ^Vth ; but if such clay be passed through
the fire, and the molecules, in consequence of the escape of water,
be brought nearer together, and rigidly fixed at 4-millionths of an
inch asunder, the force of attraction will then be iVth.
Now, the method of arranging the particles of clay at that precise
distance that shall impart plasticity, is one of Nature's secrets that
we have not yet succeeded in penetrating. It may be that the circum-
stances under which clay is formed and deposited, or the time that
has elapsed since its formation, or the pressure of the superposed
layers, may have so arranged the particles as to enable them to
become plastic when the proper proportion of water is added. It
may be that a certain state of disintegration is required on the part
of the alumina and the silica, so that their proximate elements shall
be neither too fine nor too coarse ; or it may be that the silica, in
combining with the alumina, separates the atoms of the latter to pre-
cisely those dis*anccs required for the development cf the property ;
APPENDIX. 249
or, lastly, the presence of a small portion of animal or other organic
matter in clay may have something to do with this remarkable pro-
perty.
An extensive series of experiments, by Delesse,* show the presence
of animal matter in quartz and various rocks, where its presence had
not previously been suspected ; and this may have as important an
effect in modifying the properties of a mineral as the presence of
minute portions of bodies, formerly entered as impurities, has in
producing pseudo morphous crystals.
Still, the question recurs, "VYhy is not a clay artificially formed
from pure materials plastic ? The answer is, that we do not know all
the conditions of plasticity. We do know the conditions under which
some mechanical properties exist — such as the hardness of steel, the
brittleness of unannealed glass — and can confer or remove such pro-
perties at pleasure. Eut with respect to plasticity, we can only confer
a factitious property of this kind on mineral substances by taking
advantage of another property which it somewhat resembles, namely,
viscosity or viscidity. Viscosity differs in plasticity in this, that the
viscous body does not retain the form impressed upon it when the
force is removed, as a plastic body does. The materials of the old
soft porcelain of Sevres had no plasticity ; but this property was con-
ferred by means of soft soap and parchment size.f
TYithout speculating further on the nature of plasticity, I may
remark that in the ancient pliilosopliy the word was one of power.
Derived from the Greek -KXaocuv, or -KXarrnv, " to form," or " to
create," it not only included the arts of modelling in clay, but also
sculpture and painting, and, by a refinement of language, poetry and
music. Plato and Aristotle even supposed that a plastic virtue
resided in the earth, or did so originally, by virtue of which it put;
forth plants, «S:c. ; and that animals and men were but effects of this
plastic power. They did not suppose the world to have been made
with labour and difficulty, as an architect builds a house ; but that a
certain "efficient nature" {natura effectrix) inherent and residing in
matter itself, disposed and tempered it, and from it constructed the
* " De I'azote et des matiferes organiqnes dans I'ecorce terrestre."— jlnn<i7« dei
iiines, xviii., 1860.
t Brongniart (" Des Arts Cferamiqiies ") says that the old porcelames tendret were
formed of 22 per cent, of fused nitre, 60 of Fontainebleau sand, 7-2 of salt, 36 of alum,
8*6 of soda, and 3-6 of gypsum. These materials were fritted and ground, and 75
parts taken, to which were added white chalk 17 parts, marl 8. This mixture was
ground, sifted very fine, and made up Into a paste with l-8th soft soap and size, or, at
« later period, with gum tragacautb.
M3
250 APPENDIX.
whole world. Aristotle distinctly recognises mind as the principal
and directing cause, and nuiura as a subservient or executive instru-
ment. Even in later times men have contended for the existence of
a plastic nature, or incorporeal substance endowed with a vegetative
life ; but not with sensation or thought, penetrating the whole uni-
verse, and producing those phenomena of matter which could not be
solved by mechanical laws. The learned Cudworth supports this
view,* and the discussions into which it led him and other metaphy-
sicians form a curious chapter in the history of the human mind. In
England we do not now retain the term pbsiici/y, except as a phy-
sical property of matter ; f but in Germany it has still an extensive
Cgurative meaning. The word plastisch still means bild^nd or
schopferitch (i.e. " creative") ; and it is still applied not only to sculp-
ture, but adso to painting, poetry, and music. A German well under-
stands the expression " plastische Gedsmken," or " plastic thoughts."
Before concluding, I would refer to another property of clay, which
seems to me as wonderful as its plasticity ; namely, its odour when
breathed on, or when a shower of rain first begins to wet a dry clayey
aoil. This odour b commonly referred to alumina, and yet, strange
to say, pure alumina gives off no odour when breathed on or wetted.
The fact is, the peculiar odour referred to belongs only to impure
clavs, and chiefly to those that contain oxide of iron. This was
pointed out by Brongniart as far back as ]816,J who also remarked
that minerals which do not contain alumina, such as pulverised chal-
cedony, possess this remarkable property.
I have found that a pure kaolin, ground up in a mortar with a
small quantity of water, emits a slight odour, which, however,
becomes much more sensible if a little sesquioxide of iron be
added.
Smooth quartz pebbles when rubbed together give an electric spark,
and a fetid odour. It is commonly supposed that sea-side pebbles
aJonc i>osses5 this property ; but the odour belongs equally to those
found among gravel overlying the chalk, and in ploughed lands where
the surface is exposed to all the vicissitudes of the weather. It is quite
possible that the odour of these pebbles may hereafter be traced to
the presence of oi^nic matter ; but I cannot resist the reproduction
here of a suggestive hint given me by my friend Professor Bloxam,
• See " The True Intellectn»l System of the Universe," by RAlph Cadworth, D.D.,
167*. A reprint hM been pnblUhed by Tege, in which see Vol. I.. P. 22S, el «f.
i Dr. Johnic>n dtfioeiptarfie as " having the power to give form.
J " DictionnaJre del Sciences >'atttrelles," art. ArgiU.
APPENDIX. 251
who is reminded by the spark aud odour from these pebbles of the
presence of ozone.
What, again, is the cause of the odour in the narrow parts of stone
buildings, not of new buildings alone, but of old ones, as in the stair-
cases of old cathedrals ?
I do not attempt to reply to these questions. It requires some
amount of knowledge and experience to put them — but how much
more to answer them !
On Drying Bricks.
^Extracted pom Noble s ''Professional Practice of ArcJiitects" p. 143.)
" The observations by Richard Neve, above a century since, upon
itock bricks, will illustrate tlie subject : ' When the hack is as high as
they think fit, they cover them with straw till they are dry enough to
burn, ' &e., &c. He proceeds : ' A brickmaker being sent to Rum-
ford, in Essex, went to work unadvisedly, aud laid them abroad in a
place to dry ; but the sun, about ten o'clock, began to shine very hot,
and the whole quantity of bricks burst to pieces, so that he was forced
to go to work again : and then, before the sun shone too hot, he
thatched or covered them over with straw till the next morning,
when removing it, they did very well when set on the hack ; and
when burnt, were curious red bricks, which would ring when hit with
any hard thing.' "
On the use of Coal Dust in making Clamp Bricks.
{Extracted from Noble's " Professional Practice of Architects" p. 153.)
" Natives should be employed {in making bricks in Wales) in the
manufacture, in preference to London hands, as the former use coal
dust in preparing the earth, and not breeze (ashes), as about London ;
and provided an undue portion of coal is used, a whole clamp would
be destroyed, of which there was an instance at Lampeter (Cardigan-
shire). An Islington brickmaker was sent to Wales, and as he was
too conceited to make inquiries, or to receive information, set light
to a clamp he had prepared with coal, being 70,700 ; and in a very
short time the whole kiln was in one general blaze. The man being
alarmed, took to his heels, and, unlike Lot's wife, he turned not
back, neither looked behind him. Even from the heights leading to
Landovery the rejlectioii was quite enough for him ; nor did he stop
252 APPENDIX.
till he reached London, being, as he said, ' afeared' tbey xvould catch
him and put him in prison ! "
Bkicksiaking at Great Gkimsbt, Likcolnsuibe.
Large quantities of bricks have been made during the last few
years at Great Grimsby, for the Dock Company, from the Humber
silt. These bricks are remarkable for their colour, which varies in
the same brick from dark purple to dirty white, passing through
various shades of blue, red, and yellow, in the space ol two or three
inches. The silt, when first dug out of the bed of the Humber, is of
a dark blue colour, which soon, from exposure to the air, changes to
a brown.
The bricks made for the Dock Company were burnt in close
clamps — fired with layers of small coal, but without coal-dust or
ashes being mixed with the clay as in London brickmaking. With
the first clamps there was much waste, the quantity of fuel being
excessive, and the bricks were cracked and made brittle in conse-
quence ; but the experience obtained by the first trials has led to the
production of a sound well-burnt brick, with, however, the peculiar
colour above mentioned.
Considerable quantities of bricks have been lately made for sale at
Great Grimsby, and burnt in clamps with Hues, as in kiln burning,
which method appears to be attended with less waste than close
clamping.
The slack or small coal used for fuel may cost from 25. G(/. to \s.
per 1,000 bricks. The cost of clay getting, tempering, moulding,
and drying, is about S*. G(/. per 1,000. The moulds used are of
wood, plated with iron. The process employed is that known as
slop-moulding.
Kilns as well as clamps arc used in this part of Lincolnshire, their
construction being similar to that of the kilns in general use in the
Midland Counties.
BaiCKilAKIXG IN SUFPOLK.
Two kinds of bricks are made in Suffolk, viz., reds and whites. The
latter are much esteemed for their shape and colour, and large quan-
tities arc annually sent to Loudon, for facing buildings of a superior
class.
APPENDIX. 253
Clay. — The supplies of brick-earth are chiefly derived from the plasvio
clays lyiug above the chalk, although the blue clay is occasion-
ally used.
The clays in most parts are too strong to be used as they rise,
and have consequently to be mixed with a white loam or a
milder earth.
Tempering. — The clay is turned over in February and March, and in
some parts of Suffolk it is passed through the wash-mill, but
this is not generally the case.
Tempering is generally performed by spade labour, but the
pug-mill is sometimes used, although not commonly, for white
bricks ; it is, however, used for all oilier white ware.
Moulding. — The brick mould is of wood, shod with iron ; the dimen-
sions vary slightly according to the nature of the clay, but are
usually as follows : 9|ths long by 4yf ths wide and 2>\ deep.
There is no hollow formed in the bottom of the brick for the
mortar joint. Brass moulds are unknown.
Sea sand is used in the process of moulding, for sanding the
mould and the table.
The strike is used for taking off the superfluous clay from the
mould. The use of the plane is not known.
Dri/ing. — The bricks are not dried on flats as in the Midland Coun-
ties, but are taken directly from the moulding stool to the hacks.
Sheds are used in some yards, and drying houses with flued
floors are used in winter for pantiles and kiln tiles, but not for
bricks.
The length of a hack is about 70 yards, and each moulder
will keep four hacks going.
The time required for drying in the hacks of course varies
according to the weather, but may be stated on an average at
about eighteen days for red bricks. White bricks dry somewhat
quicker.
The contraction of the clay in drying amounts to about | in. in
the length of a brick, and, if properly burnt, the shrinkage iu
the kiln is imperceptible.
The weight of a brick, when first moulded, is about 8 lbs. ;
when dried, about 7 lbs. ; and when burnt, about 6 lbs. ; but
much depends upon the nature of the earth.
Bvrning.—The construction of the kiln is quite difi'erent from that of
the kilns used in other parts of England, having two arched
254 APPENDIX.
furnaces runninjr its whole length underneath the floor, which ij
formed of a kind of lattice work, througli the openings of which
the heat ascends from the furnaces below.
The cost of erecting a kiln to burn 50,000 whites is about
£1 -15. A kiln to burn 35,000 reds costs about £100.
The bricks are commonly set in the kiln in bolts two bricks
long by ten on ; but some brickmakers prefer to cross them in
the alternate courses, in order to admit the heat more freely.
The fuel used is coal, and the quantity consumed is about
half a ton per 1,000 for white, and 7 cwt. per 1,000 for red,
bricks.
The iime of burning is about GO hours for white, and 40
hours for red, bricks ; white bricks requiring a greater heat than
the red ones to bring them to their proper colour. The coal
costs from 15s. to 16*. per ton.
Cost of Manufacture*
The selling prices vary from £1 10*. to £2 per 1,000 for reds, and
Trom £2 2«. to £3 per 1,000 for whites.
Of red bricks two qualities only are distinguished, viz., out-
side and inside ; of white, four qualities are distinguished, viz.,
best, 2nd, 3rd, and murrays.
The price of the ordinary red brick is about £1 lO*. per 1,000,
uud the cost may be thus divided :—
Clay digging, per 1,000 ....
Tempering, ditto
Moulding, ditto
Drying, ditto
Barrowing from hacks and setting kiln ditto
Burning, ditto
Drawing kiln, ditto .
Stacking, ditto
Cost of labour per 1,000 £0 12 2
Coals, about , 0 6 0
Duty 0 6 U
Rent, tools, contingencies, and profit . .058^
£
s.
d.
0
2
6
0
1
0
0
5
0
0
0
f)
0
1
0
0
1
3
0
0
8
0
0
3
Selling price at the yard, about £1 10 0
These ostimates l^long to the date of the First £<liUoa of this work.
APPENDIX. 255
White bricks are made in many parts of England, but the Suffolk
whites have the pre-eminence over all others.
The white bricks made near Lincoln are remarkable for swelling
when laid in work, which causes them to throw off the mortar joints,
and renders it impossible to make use of them in good work.
The clay from which these bricks are made extends from the
VVitham northwards as far as the Humber, and, so far as we are
aware, possesses the same property throughout this distance, the
bricks made from it at various points between the Witham and the
Humber having the common defect of swelling after burning. A
curious specimen of this may be seen in a large chimney at Saxilby,
which has a complete twist, from the irregular swelling of the brick-
work.
The peculiar property of swelling after burning is not confined to
the Lincolnshire white clay. The author was informed some years
ago, by Mr. Vignoles, C.E., that some of the bricks made on the
^lidland Counties Line of Railway, between Rugby and Derby, had
the same defect.
For the above particulars respecting the Lincolnshire white bricks
we arc indebted to Mr. William Kirk, of Sleaford.
On the Making and Buening of Dbain Tiles.
Extracts from a communication by Mr. Law Hodges, published in
the Journal of the Royal Agricultural Society of England, Vol. V.
Part II. :—
" Reflecting on these obstacles to universal drainage, where
required, I conferred with Mr. John Hatcher (brick and tile maker
and potter, Benenden, Kent), on the possibility of erecting a kiln
of common clay that would be effectual for burning these tiles, and
of cheap construction— and the result was the building one in my
brickyard in July last, and the constant use of it until the wet
weather at the commencement of this winter compelled its discon-
tinuance, but not until it had burnt nearly 80,000 excellent tiles ;
and in the ensuing spring it will be again in regular use.
" I shall now proceed to take in order the six points enumerated
under the 9th head of the Prize Essays for lSi5, as printed in th*
last volume of the Royal Agricultural Society's Journal, viz. : —
2j6 ArrtNDix.
•■ ]i)(. Mode of vrorkinj^ clav according to its qaaiitj.
" iad. Machine for making tiles.
" 3rd. Sheds for drying tiles.
" 4th. Construction of kilns.
" 5th. Cost of forming the esfablishmcn*.
" Cth. Cost of tiles when ready for sale.
" 1st Point. Working the clay.
" All clay intended for •working next season must be dug in the
winter, and the earlier the better, so as to expose it as much as pos-
sible to frost and snow. Care must be taken, if there are small
stones in it, to dig it in small pits, and cast out the stones as much
as possible, and also to well mix the top and bottom of the bed of
clay together. It is almost impossible to give minute directions as
to mixing clay with loam, or with marl when necessary, for the better
working it afterwards, as the difference of the clays in purity and
tenacity is such as to require distinct management in this respect in
various localities ; but all the clay dug for tile-making will require to
be wheeled to the place where the pug-mill is to work it ; it must be
there well turned and mixed in the spring, and properly wetted, and
finally spatted down and smoothed by the spade, and the whole heap
well covered with litter to keep it moist and fit for use through the
ensuing season of tile-making.
" 2nd Point. Machine for making tiles.
" For the reasons already alluded to, I prefer Hatcher's machine-
Its simplicity of construction, and the small amount of hand labour
required to work it, would alone recommend it ; for one man and
three boys will turn out nearly 11,000 pipe tiles of 1 in. bore in a day
of ten hours, and so in proportion for pipes of a larger diameter ; but it
has the great advantage of being movable, and those who work it draw
it along the shed in which the tiles are deposited for drying, previously
to their being burnt : thus each tile is handled only once, for it is
taken off the machine by the little boys who stand on each side, and
at once placed in the rows on either side of the drying shed, thus
rendering the use of shelves in the sheds wholly unnecessary, for the
tiles soon acquire a solidity to bear row upon row of tiles, till they
reach the roof of the sheds on either side; and they dry without
warping or losing their shape in any way.
"The price of this machine is £25, and it may be proper to add,
that the machine makes the very best roofing tiles that can be made,
and at less than half the price of those made by hand, as well as
APPENDIX. 257
hvjing much ligbter, and closer, and straighter, in consequence of the
pressure through the die.
" It is necessary, in order to ensure the due mixing of the clay, as
well as to form it into the exact shape to fill the cylinders of the
machine, to have a pug-mill, Messrs. Cottam and Hallen make these
also, and charge £10 for them. This mill must be worked by a
horse ; in general one day's work at the mill will furnish rather more
prepared clay than the machine will turn into tiles in two days
" 3rd Point. Sheds for drying.
"The sheds necessary for this system of tUe-making wUl be of a
temporary kind : strong hurdles pitched firmly in the ground in two
parallel straight lines, 7 ft. apart, will form the sides of the sheds,
and the roof will be formed also of hurdles placed endways and tied
together at the top, as well as to the upper slit of the hurdle, with
strong tarred twine, forming the ridge of the roof exactly over the
middle of the shed. They must then be lightly thatched with straw
or heath, and the sharpness of this roof will effectually protect the
tiles from rain. Two of these sheds, each 110 ft. long, will keep
one of the kilns hereafter described in fuU work.
" N.B. — These sheds should be so buQt as to have one end close
to the pug-mill and the clay-heap, only leaving just room for the
horse to work the mill, and the other end near the kiln. Attention
to this matter saves future labour, and therefore money.
" 4th Point. Construction of kilns.
" The form of the clay kiln is circular, 11 ft. in diameter, and
7 ft. high. It is wholly built of damp earth, rammed firmly together,
and plastered inside and out with loam. The earth to form the walls
■s dug out round the base, leaving a circular trench about 4 ft. wide
and as many deep, into which the fire-holes of the kiln open. If wood
be the fuel used, three fire-holes are sufficient ; if coal, four will be
needed. About 1,200 common bricks are wanted to build these
fire-holes and flues ; if coal is used, rather fewer bricks will be
wanted, but then some iron bars are necessary — six bars to each fire-
bole.
"The earthen walls are 4 ft. thick at the floor of the kiln, are
7 ft. high, and tapering to the thickness of 2 ft. at the top ; this
will determine the slope of the exterior face of the kiln. The inside
of the wall is carried up perpendicularly, and the loam plastering
inside becomes, after the first burning, like a brick wall. The kiln
may be safelj erected in March, or whenever the danger of injury
258
AITLNDIX.
F'kj. 2. I'ian of Top of Kiliu
APPENDIX.
25«
Fig. 3.
Trom frost is over. After the summer use of it, it must be protected
by faggots or litter against the wet and the frost of winter.
" A kiln of these dimensions will contain —
47,000 1-in. bore pipe tiles.
32,500 \\
20,000 If
12,000 2i
and the last-mentioned size will hold the same number of the inch
pipes inside of them, making therefore 2i,000 of both sizes. In good
26C
^
weather this kiln can be filled, burnt, and discharged once every fort-
night ; and fifteen kilns maj be obtained in a good season, producing —
705,000 1-iu. pipe tiles.
Or isr.oOO H „ „
Or 300,000 If „ „
and so on in proportion for other sizes.
" N.B. — If a kiln of larger diameter be built, there must be more
fire-holes, and additional shed room.
APPENDIX. 261
" 5th Point. Cost of forming the establishment.
The price chared by Messrs. CotUm and Hallen for the machine,
with its complement of dies, ;» £25
Price of pug-mill 10
Cost of erecting kiln 5
Cost of sheds, straw 10
60
(The latter item presumes that the farmer has hurdles of his own.)
" 6th Point. Cost of tiles when ready for sale.
" As this must necessarily vary with the cost of the fuel, rate of
wages, easy or difficult clay for working, or other local peculiarities,
1 can only give the cost of tiles as I have ascertained it here accord-
ing to our charges for fuel, wages, &c., &c. Our clay is strong, and
has a mixture of stones in it, but the machine is adapted for working
any clay when properly prepared.
" It requires 2 tons 5 cwt. of good coals to bum the above kiln
full of tiles. Coals are charged here at £1 8*. per ton, or 1,000 brush
faggots will effect the same purpose, and cost the same money ; of
course some clays require more burning than others ; the stronger
the clay the less fuel required.
" The cost of making, the sale prices, and number of each sort that
a waggon with four horses will carry, are as follows : —
Cost. Sale Price. Waggon
*. d. s. holds —
l-in. pipe tiles 4 9 per 1,000 12
li „ 6 0 „ 14
1} „ 8 0 „ 16
2} „ 10 0
, 20
2} „ 12 0 „ 2t
Elliptical tiles
Boles
n-
8,000
7,C00
5,000
3,500
3,000
2,000
" AU these tiles exceed a foot in length when burnt.
" The cost price alone of making draining tiles will be the charge
to every person making his oicn tiles for his otcn use. If he sell them,
a higher price must, of course, be demanded to allow for some profit,
for credit more or less long, for bad debts, goods unsold, &c. &c. ;
but he who makes his own saves all expense of carriage, and, as his
outlay will not exceed £50, the interest on that sum is too trifling to
be regarded, and he has no additional rent to pay; and after he has
made as many tiles as he wants, his machine and pug-mill will be
as good AS ever, with reasonable care, and will fetch their value "
APPENDIX II.
The Sciekce op BsicKscAKiyG.
It has been said by the author of this volume, in his preface, *.hat
the science of brickmaking has yet to be formed and written.
This is no doubt in one sense true, though it must be remarked
that, inasmuch as the art of the brickmaker is to be viewed iu its
chemical and physical relations as only the humblest branch of that
of the potter or porcelain manufacturer, the saymg so is not to dis-
credit the vast and wide-spread importance of exact knowledge to
the brickmaker, nor of the value of his universally-diffused and indis-
pensable art.
The manufacture of pottery, in all its branches, having been the
subject of lengthened and important scientific labours at the hands
of successive able men of science, amongst whom are Reaumur,
Bottcher, Brongniart, Malaguti, and Salvetat, as well as of the
tentative and technological labours of innumerable manufacturers,
amongst whom Cookworthy, Chaffers, Wall, Wedgwood, Minton,
and others stand pre-eminent, in England alone, it cannot be said
that pottery in general is devoid of a formed and established science,
though very much remains to be discovered over its wide domain of
theory and practice. This being so, and very much of the science of
the porcelain manufactory being directly applicable and available in
the brick-field (if indeed the brickmaker himself possess the requisite
foundation in general scientific education, especially in chemistry and
physics), it is only true in one sense that no science of brickmaking
yet exists, namely, in the sense that the knowledge we already possess
of the science of the ceramic arts has not yet been systematised
and applied in a special manner to the brickmaker's art. To attempt
to supply this want in the present little volume is impossible.
Three such volumes would scarcely afford sufficient space to treat of
the science of brickmaking in a systematic and complete manner.
APPENDIX. 263
SI ill it seems undesirable that in an elementary outline of this art
so little should have been given in the original text, even as a sketch,
of some salient points which such science presents. We shall attempt
iliis, however incompletely.
The brickmaker deals with natural clays only, the constitution of
which, when more or less ascertained in respect to his object, he may
modify by the addition of other mineral bodies, such as sand, ashes,
&c., or by the mechanical extraction of naturally-mixed matter, as
sand, pebbles, pyrites, &c., and whose physical qualities he may alter
by mechanical means— grinding, "slip-washing," Sec.
The choice of a clay that shall answer well for the brickmaker's use
cannot be made before trial, by any amount of examination, unless
we also possess a chemical analysis of the natural material. Aided
by that, it is quite possible upon tempering a ball of the clay, observ-
ing its plasticity and body, and then wetting further a little bit, and
rubbing it between the thumb and the forefinger, to tell with a great
degree of certainty whether it will make good brick or not ; either
alone or, as is almost always the case, mixed (and so altered) either
with more sand or more tough clay, and occasionally with coarsely-
ground coal, or breeze, or ashes, &c.
Clays are essentially chemical compounds, and this is true, whether
they be or be not always mere mud from disintegrated rocks, as
some geologists have probably erroneously supposed. They are in fact
true hydrates, and have the general constitution (S 0 + Al, O3) +
H O ± R 0 ; tiie last or accidental base or bases being usually cal-
cium, magnesium, manganese, or iron, or more than one of these ;
and they may be divided into four great classes. Pure aluminous
clays and pure magnesian clays, both hydrated : these are rare, the
latter especially so— when indurated, constituting meerschaum ; and
we may pass them without further notice here. They belong, not
to the brickmaker, but to the porcelain-maker.
More widely spread for our use, we Iiave the ferruginous clays,
which have generally this combination (Si 0 + (Al., Os -f Fe« 0 )
± Fe 0 -f N 0 + K 0) + H 0 ; and the calcareous clays (Si 0
+ (AU O3 + Fe., O3) + (Ca 0 -f C 0, + lilg 0 + C 0,) ± Fe +
N 0 + K 0) + H 0. Either of these may be mixed with more or
less siliceous sand, and when this is in considerable proportion the
clay is a loam.
At a red heat they lose most of their combined water, losing more
nr less hygroscopic water at 212°; and at a bright yellow or white
264 APPENDIX.
heat, or rather below it, they bake into pottery or brick. And
while many of the clays rich in alumina, silica, and iron do not fuse,
or but very slowly, at the melting-point of cast-iron, most of the cal-
careous clays melt at or below this temperature, or at least agglu-
tinate, assuming the vitreous texture if rhe heat be long contina^.
The following table contains the analysb of ten natural clays,
which gives a pretty clear notion of their usual range of constitu-
tion : —
No. 1 is a fuller's earth, analysed by Dr. Thomas Thomson.
No. 2. A sandy clay, known as the " ball-clay " of the Potteries,
and used for salt-glazed ware ; analysed by Cowper.
No. 3. An ash-white pipe-clay.
No. 4. A grey-blue clay.
No. 5. A red-brown Glasgow clay.
No. 6. A yellow midland counties clay, used for brick and for
Kockinghaii pottery.
(Ail these analysed by Cowper, Phil. iJag. xxii. p. 435.)
No. 7. A marly English clay ; analysed, with the following, by
Berthier.
No. 8. A marl from Yitry, Department of Mama ; used in Paris
foundries.
No. 9. A German clay {Loeu of the Rhine), used at Bonn; analysed
by Kjenulf.
No. 10. A loam, analysed by 'Jr. Ure.
APPENDIX.
265
1
«
'~~
^~'~~^~~~
o
-o o
o
^^
^
O C-l
oc
o
o
6
M ^
c-
-o
o
i^
CO .^
c
r^ r^ CI to •* ^
i->
c-l
a
C> C5 O -7
O (M
'^'
CO
o*
a: C3 O o o ■*
■^
CO
^
lO
(M
-— . —
'
Qt5
o
-
o
^
~
o
o
^"Z
'-"^
O '"
o
o
OO
i
CO
C'
~t
■rr<
A
c<
•^
"
,— -—
^
»•'
o c
c=
o
G
o
6
X y
"?
C-l
• c
CI c
a
ifl
li
A
CO —
CO
'^
^
t^ oc
o
O
c
o
9 ^
^c
O
CO
CO
6
K) t^ O
u
•
CO
o
'O c^
to
■* «:
«
^
■*
-*<
T« <>J
c>
i^
> •~*
6
o -•
^
^
•
t^
o
A
^ c:
1
■»
00 -*
c:
^
'f
1^
CO o
c-
o
d
o i
_
r_
•
t ^
CO
*A
■^
ri
o o o
O
t^
cc
o o -^
O ,
!>l
o
d
CO i-
o
ii
• G
CI
/5
O CO
c^
en oc
^
o
c^
-*<
o c:
oi:
2 :
c
1
CO i
6
^
li
O CM
"*^
o o
cc
c
G
o c
c
o ,
C
*
1
4< i
Tf
if)
•
C^
•
-«< CO
u
z>
C
flD
d
o
5
M
+
6
O
o
4
-
+
o
o
] o
o
O
O
o
O
a
"r;
^m
o
o
"" o
X
^
2G6 ArPEXDix.
Most of these clays, as found in nature, contain some organic matters
and pebbles of foreign bodies. Unless these are of hard pyrites or
limestone, they are unimportant. Flinty pebbles can generally be
crushed in the clay-mill, or taken out by the screen or sieve.
Clays should, if possible, be delivered into the brick-yard in their
moist natural state; for when they have been permitted to dry up
under a scorching sun or drying wind, they shrink and harden
greatly, and the labour of mixing into good brick "stuff" is greater,
and the plastic mixture not as free and nice as before.
Whether a natural clay contains much or little «a?icZ naturally is
not important. Every clay requires more or less grinding and mix-
ing; and when sand in a separate form is at hand, it is easiest and
best mixed in such proportions as we may require in the pug-
mill. Clays naturally very rich in lime or in the alkalies (derived
from felspar) are the worst, and in fact a clay that contains more
than about 5 per cent, of lime, at the utmost, is scarcely fitted for
good brickmaking.
If the lime be in the state of carbonate, it is so much the worse;
and if it exist in the state of ditfused limestone or chiUk-pehhles,
it is worst of all ; for these burn into caustic lime in the brick-kiln,
and then as in after-time the brick absorbs moisture and carbonic acid,
the contained nodules of lime "slack," and swell in their places,
and so burst the brick to pieces. This is oue of the most prevalent
evils of the ill-made bricks which are almost universal in Ireland,
arising from the wide diffusion of limestone gravel in that country,
and the total neglect of grinding or efficient sifting of the clay.
Iron pyrites also is a not uncommon accidental product present in
clays, and unless separated, durable, to say nothing of well-coloured,
brick can never be made of the clay. The pyrites in the kiln is but
partially decomposed: oxide of iron and basic sulphides of iron
remain. When at an after-period these are exposed to air and moisture,
which are absorbed to all depths in brick, oxidation takes place,
sulphate of iron, and frequently also sulphates of lime or alums
(sulphates with double bases), are formed, and, crystallising within the
mass of the brick, split it to pieces.
Common salt is nearly always present in minute quantity in clays;
but when these are taken from the sea-shore, or without or beneath tiie
sea-washes, or from localities in and about the salt-formations (trias),
liicy freq\iently, though in all other respects excellent clays, are
unfit for burning into good brick. Chloride of sodium is not only a
APPENDIX. 267
powerful flux when mixed even in very small proportion in clays, but
possesses tlie property of being volatilized by the heat of the brick-
kiln, and in that condition it carries with it, in a volatile state,
various metallic compounds, as those of iron, which exist in nearly all
clays, and also act as fluxes. The result is that bricks made of such
clays tend to fuse, to warp, twist, and agglutinate together upon the
surfaces long before they have been exposed to a sufficient or sufii-
ciently prolonged heat to burn them to the core into good hard brick.
" Place bricks " can be made of such clay, but nothing more ; and these
are always bad, because never afterwards free from hygrometric moisture.
Much carbonaceous matter naturally mixed in clays is also in
certain states objectionable, for when not burnt completely and in the
kiln, which is sometimes with the denser clays difficult, the bricks
are of a different colour in the interior and exterior, and will not bear
cutting for face-work, without spoiling the appearance of the brick-
work. But, worse than this, such bricks when wetted in the wall
occasionally pass out soluble compounds like those absorbed from
soot by the bricks of the flue, and, like those (when used again in new
workj, discolour plastering or stucco-work.
The normal constituents of brick clays, then, may be said to be
oxides of the earthy metals, and of a few others, hydrated or not,
with silicic acid, and with small amounts of the alkalies, potash and
soda, also present, together with several other chemical elements
occasionally, but uncertainly, present in minute proportions, with which
we need not concern ourselves. Silicic acid, the (jreat electro-nega-
tive element of clays when combined with the oxides of the eartliy
bases, singly or in combination, and exposed to high temperatures
in certain proportions, forms glass or enamel (i.e., opaque glasses).
Alumina, though in a less degree, also plays the part of acid towards
the earthy bases, though itself a base with respect to silicic acid.
As regards the oxides of the earthy metals, alumina, lime, magnesia,
&c., these, in accordance with the general law of chemistry, that
bodies in the same range combine, oxides with oxides, &c., also
combine at high temperatures. The most powerful bases, such as
the alkalies or oxides of potassium and of sodium, and the oxides of
iron, combine more readily with silicic acid than do the earthy oxides.
These combinations usually take the form of glass at once, the chief
characteristic of which is the vitreous fracture. When such glasses
are formed with oxides of earthy bases also present, they may assume
wystaiiine or porcellaneous textures when cooled.
CG8 APPENDIX.
Porcelain, earthenware, and hard brick (such as the Staffordshire
or Flintshire blue bricks) coniist in substance of such compound
glasses, diffuied throughout their substance uniformly, and binding
together the finely-diffused particles of the excess of earthy oxides
which are present, or binding together fragmentary bits of uniformly-
diffused silicic acid (sand, ground flint, &c.). The degree of fusi-
bility, or of partial fusibility (agglutination), of any hard-baked brick
depends, then, not only upon the chemical nature of the constituents
of the clay, but upon the proportions in which these are present.
The laws, so far as they have been ascertained, upon which depends
the induration or agglutination by heat of silicic and earthy compounds,
with or without other metallic oxides present, have been elicited
from innumerable experiments made by ceramic chemists upon very
varied compounds. The phenomena are complex, and in great part
as yet in results only empirical. "We must refer for these to the
works of Kirwan (" ^Mineralogy"), who made very many experiments
upon known combinations of earths when exposed to heat — which
have not in England attracted the attention they deserved — of Achard,
Brongniart, Berthier, Lampadius, and various systematic chemical
writers. Silica, alumina, lime, magnesia, are all infusible, per te, at
the highest temperature of the porcelain furnace or brick-kiln.
Silicic acid combined with any one earth is less fusible than when
combined with two or more — a proof that not only the silicic acid
combines with each earth, but ihat these in its presence combine
with each other. Binary compounds of silicic acid and of earths, or
of earths with earths, are most usually infusible except at still higher
temperatures. Compounds of silicic acid with alumina are less
fuiible than with lime, and these less so than with the alkalies.
With oxides of iron, silicic acid forms fusible compounds in certain
proportions. Magnesia, present in large proportions with either of
the other earths, produces a very difficultly-fusible compound.
Where the silicic acid constitutes the largest proportion of the mass,
it is much more fusible, the bases being iwo others combined, with or
without alkalies ; but if the silicic be in great excess (as in Dinas
fire-brick), or if one or other of the earthy bases be in great excess,
more especially alumina or magnesia, the mass is infusible in the
kiln.
All difficultly-fusible and pulverulent oxides, as when obtained by
precipitation or by levigation, when exposed for some time to a high
temperature, Wcome hard in grain, i.e., indurated more or less, and
APPENDIX. 269
frequently compacted. This is true eveu of some pure earths, such
as alumina aud magnesia, and of nearly all the oxides of the com-
mon metals. Compound oxides, when so exposed to heat, become
still more indurated and compact, though presenting no traces of
agglutination or of fusion. Thus alumina and sesquioxide of iron
become compact. This induration, which is probably rather a change
in the state of molecular aggregation than a chemical combination,
but which may be both, is much concerned in the production oi
certain qualities of brick ; for example, the fine, soft, scarlet cutting
brick — that which was so much employed for fine facing-brick in the
reign of William III., down to George II. — presents no sign of
agglutination; its constituents have merely become partially indurated
and compacted by the fire. The same is true of many of tlic light-
coloured bricks now in use.
Two sets of forces, then, are, or may be, in play in the burning
of brick — chemical, and physical or molecular — and must be held
in view by the scientific brickmaker. To the latter belongs the con-
traction that takes place in the process of firing of all porcelain aud
brick. This is greatest with those which contain most alumina, aud
with any given specimen, is great not only in proportion to the eleva-
tion of tlie temperature to which it is exposed, but with the duration
of the time of exposure. It is least in compounds in which the silicic
acid predominates ; and if these pass partially from the ci'ystalline to
the vitreous state of aggregation in the firing, the specific gravity is
reduced, and the increase of volume may more than equal the contrac-
tion. This is said to be the case with Dinas fire-brick, which, when
liighly heated in furnaces built of it, is said to expand.
Were brick constituted of silicic acid and pure clays only, it would
be perfectly white. Bricks, like porcelain, owe their oolour to admixed
metallic oxides — iron in various states of oxidation, from prot.
oxide to sesquioxide, or true chemical combinations of those with
each other, or with the earths themselves, and present in the most
varied proportions, give the wliole range of colouring to bricks, from
the liglitest tawny yellow, through full yellow, orange, and to the
rich scarlet of red facing-brick, almost as bright as red-lead. Where
the proportion of oxide of iron present is very large, and it com-
bines with silicic acid to form silicates of iron in or on the brick,
its colour may be dark purple or nearly black, as is the Staffordshire
blue brick ; and when a small quantity of oxide of manganese is
present also, the colour is still darkened, and may become quite black.
N 3
270 ArrENDix.
For light- coloured bricks ilie clays must be almost free from iron,
and the latter must not be peroiidised, if possible, in the burning.
For tbe production of fine red brick, on the contrary, the clajs
must be pure, silicic acid not present in excess, oxide of iron
present in abundant proportion, and be fully peroxidised, but must
not be fused into a silicate of peroxide of iron, which is fatal then
both to the texture and colour.
With a given constitution of brick clay, the final colour of the
burnt brick depends upon a large number of conditions in the pro-
cess of firing, but mainly upon two — viz., what proportion of air be
admitted to the combustion of the fuel in the kiln — i.e., whether the
brick be finally burnt with an oxidising or a deoxidising fiame ; and
whether or not, or in what proportion, steam or water be present in
the brick, or be brought in the state of vapour in contact with it,
when at elevated temperatures.
Upon an exact knowledge of the effects producible by the play
of these conditions (chiefly) upon the brick in burning rests the
power of the brickmaker to vary or maintain with certainty the good
colour of his ware, or to effect any desirable changes of colour of
which his material may be susceptible.
From this very incomplete sketch it will be seen that brickmaking
is one of the chemico-mechanical arts. Being so, we ne«d scarcely
say that the foundation of all accurate and predictive knowledge of it
must be based upon a sound knowledge of chemistry, and of the laws
of physics, and of heat especially, which is but a branch of the latter.
KOTES.
CoLorRED Bricks.
Quite a new branch of trade remains to be opened in the manufac-
ture of coloured and intagUo bricks, so treated upon the one face-
side only, for both external and internal decorative building.
"What may be done in this way may be seen in the Romanesque
domes of the interior covering of the great centre hall of the
museum building of Trmity College, Dublin, erected, a few years
iince, by Messrs. Deane and Woodward, architects, in which ordinary
bricks arc enamelled in brilliant glazed coloms, arranged in desigiis,
upon the exposed face only.
The German architects are generally in advance of us in (he art
APPENDIX. 271
of ornamental polyclircme brickwork, avoiding those hideous discords
of colour that so otFend the eye in many of our London buildings.
See especially for this "Les Constructions en Briques, par Louis
Degen, Ingenieur de la Commission Speciale d' Architecture de la
Ville de Munich," published in ]S65, at Paris. It is marvellous
how much beauty the German brick architects contrive to extract
out of tlie judiciously-arranged patterns producible from mere common
brick, combined with delicate and beautiful harmonies of tint and
colour.
Infusoeial Siliceous Matebiais, p. 22.
The bricks with which the arching of the floor of the Museum at
Berlin was built, were made from tl\is infusorial siliceous and micro-
scopically porous material, mixed with a certain proportion of clay
" slip." Many of the floor arches of the Pinnacotheca, however,
■were constructed of hollow bricks, in the form of frustra of cones,
like flower-pots without bottoms, laid into place with plaster or
cement.
Materials exist in Southern Italy in abundance, as also in many
other places, from which brick of considerable strength and of great
lightness might be readily and cheaply made, viz., either from certain
varieties of volcanic tufa or from pumice-stone detritus. Of the
former there are suitable beds close to Naples, and elsewhere ; of the
latter, inexhaustible supplies exist in the islands of Lipari, Ischia,
and the Ponza Isles, from which it might be brought wuth facility.
Plasticity and Odour of Clay, p. 210.
It is certainly not a general fact that no chemically pure preci-
pitates are cliaracterised by pla-^ticity. Precipitated carbonate of
hme and white-lead are iu^tances to the contrary ; but nearly all
precipitates (especially when rapidly made), though to the eye
amorplious, are in fact crystalline, as Stokes long ago proved micro-
scopically {Ditllin Phil. Mag.) \ and crystalUsed bodies are often not
plastic.
Water Chemically Combined on Mechanically Present, p. 212.
Water mechanically present is one thing, but water chemically
combined is another. Hydrate of alumina, in wliich the water plays
the part of base, is a different body chemically from the alumina
dehydrated and separated from its base by heat. The former may
272 APPENDIX.
possess plasticity, the latter not, simply because the former has the
power to retain, intimately diffused throughout its divided mass
water in mechanical mixture, while the latter has not. This diffused
water seems to be the real cause of the plasticity of clay and of all
plastic precipitates ; the mmute, solid, and rigid particles slip over
each other, as it were upon liquid rollers, just as two plates of glass
or metal slip over each other when a film of water is iutcrposed.
INDEX,
Ainslie's tile machine, 109.
Alumina, use of, in brick-earth, 14.
Blue brlck-i, 21.
Breeze detcribed, 19 n, ; use of, by
London brickmakers, 122; quan-
tity required for 100,000 bricks,
153.
Brick buildings, list of early, 4.
Brick-earth, composition of, 14 ; pre-
paration of, 12.
Brick-kilns, Dutch, described, 48.
Brick-kilns, Hoffmann's, described,
237—244.
Brickmaking, introduction into Eng-
land by the Eomans, 4 ; perfection
of, in time of Henn' VIU., 4 ; the
science of, 262—270.
Brickmaking machines described —
Oates's, 197 ; Whitehead's, 216 ;
Clayton's, 219 ; dry-clay machines
— Bradley and Craven's, 230;
"Wilson's, 232.
Brick-mould described, 28.
Brick-pressing machines described —
Longley's,223 ; Whitehead's, 226 ;
Bradley and Craven's, 227 ; Her-
sev and Walsh's, 228.
Bricks, coloured, 21, 270.
Bricks, lirst use of, 1 ; early use of,
by the Dutch, 3 ; application of,
by the Dutch, 47 ; Roman use of,
3 ; repeal of the duties on, 8 ;
schedule of duties on, 7 ; strength
of bricks, 9; comparison of the
strength of hand and machine-
made bricks, 11 ; use as a build-
ing material after the fire of Lon-
don, 5.
Bricks, manufacture of, 12; various
modes of manufacturing described,
9; colour of, 20 ; influence of the
chemical composition of clay on
the colour of bricks, 20 ; variation
in the weight of, 10 ; drying, 251 ;
usual form of, 34 ; warping of, 33 ;
weekly produce of a London yard,
37 ; annual manufacture of, in
Great Britain, 8.
Bricks, manufacture of, by machi-
nerj-, 195 ; list of patents for, 196 ;
macliines described, 197 ; strength
of machine-made bricks, 203.
Bricks, Egyptian, 2 ; two classes of,
19 ; with hollow beds, 34 ; for
railway work, 26.
Burning, process of, 38.
Chalk, use of, in brickmaking, 18,
121.
Cheshunt, brickmaking at, 157.
Clamp-burning described, 38.
Clay, analysis of, 12, 115, 265 ; com-
position of, 13 ; properties of, 245 ;
cannot be produced artificially,
246; its plasticity, 248—271";
odour of, 250 ; digging, 22 ; pro-
cess of preparing, 24 ; tables of
colour, order of fusibilitv, ic,
116.
Clay, dry, machines for working, 230,
Clay, machines for preparing, 212—
215 ; clay crushing and grinding
mill, 212 ; pug-mill, 27, 2l3 ; per-
forated pug-mill, 214 ; portable
clay-mill, 215 ; composite machines
for crushing and tempering, 215.
Clayton's horizontal brick machine,
219.
Coal, analysis of, 117.
Coal-dust, use of, for making clamp
bricks, 251.
Compound for brick-earth, 14.
Copper moulds, method of using, SO
Cupola, 40.
Cutters, 19.
274
INDEX.
Dense bricks, disadvantages of, 3 J.
Dinas fire-bricks, 16 ; manufacture
of, 16.
Drain-pipes, machine for the manu-
facture of, 205 ; manufacture of,
by machinery, 195.
Drain-tiles, manufacture of, 43 ;
making and burning, 255 ; cost of,
201 ; machine for making, 256 ;
cost of, 256 ; sheds for drying, 257 ;
working the clay, 221.
Drying, process of, described, 35.
Dutch, their early use of bricks, 3.
Dutch bricks, size of, 43.
Dutch method of burning bricks
described, 50.
Dutch tile kilns described, 53; me-
thod of filling the kilns, 53, 49 ;
fuel used for, 43.
Dutch tiles, method of making, 52 ;
method of glazing, 54 ; mode of
burning, 53.
Encaustic tiles, manufacture of,
1S9 ; colours, production of, 191 ;
colouring the tiles, 192 ; glazing,
1;'3 ; moulding, 192 ; plain tiles,
193 ; slip described, 192.
Fire-bricks, 15 ; value of, 18.
Fire-clays, composition of, 15 ; where
found, 17.
Floating bricks, 21.
Fuel for brickburning, 41.
Fusible earllis, 19.
Cn'nding described, 23.
Holland, manufacture of bricks and
tiles in, 47.
Hollow bricks, form of, 207 ; method
of asing, illustrated, 209 ; machine
made, 207 ; Roman use of, 207 ;
use of, in Tunis, 207.
Kiln described, 38 ; circular, 40 ;
burning described, 39, 40.
Lincolnshire, brickmaking in, 252 ;
cost of production, 252.
Tx)am«, 14.
lyondon-made bricks, superiority of,
19.
London, brickmaking in, 119 ; pro-
cess, 138 ; cost, 1-39 ; arrangement
of a brickwork, 123 ; cost of ma-
terials, 1.59; breeze, 155; cost of
breeze, 159; brick-earth, 119;
cost of chalk, 159 ; chalk mill,
164 ; cLiuip described, 144; clamp-
ing, 144; foundations of the clamp,
149 ; upright of ditto, 150 ; paving,
154; necks, 152; clay described,
120 ; cost of the clay, 159 ; digging
the clay, 138 ; quantity of clay
required for 1,000 bricks, 139 ; clay
washing mill, 165 ; use of chuck-
hold, 125 ; process of firing, 152 ;
cost of fuel, 1-59 ; hacking de-
scribed, 142; hack barrow, 136;
hack ground, 136 ; cost of labour,
162 ; cost of machinery, 161 ; pro-
cess of maiming, 139 ; malm, 120;
hand method of preparing malm,
120; chalk miU described, 123,164;
clay mill, 123 ; brick mould, 135 ;
moulding, 141 ; moulding-stool,
125 ; pallets, 136 ; pug-mill, 123 ;
pugging, 141 ; cost of sand, 159 ;
scintles, 154 ; scintling, 143, 149 ;
process of soiling, 140 ; use of soil,
122 ; cost of soil, 159 ; use of stock-
board, 135 ; use of the strike, 136 ;
tempering described, 141 ; cost *t
tools, 161 ; cost of water, 159 ;
cost of wood, 159 ; illustrations of
London brickmaking, 164.
London brickm.iking : bats, 156 ;
place bricks, 156 ; burnovers, 153 ;
burrs, 156; clinkers, 153; cutters,
155 ; grizzeles, 156 ; malms, 155 ;
paviours, 156 ; pickings, 156 ;
second?, 156 ; shufTs, 156 ; grey
stocks, 156 ; rough stocks, 156.
London tile making described, 167 ;
block board described, 175 ; build-
ings, 170; cby getting, 183; kiln,
1S3; kilning, 186; illustrations
to, described, 1S6 ; moulding, 184 ;
moulding-shed, 173 ; pantile table,
174; place grounds, 167; plant,
170; roll described, 177; sling,
description of, 1 70 ; slinging, 184 ;
splayer, 180; tempering, 184;
thwacker, 183; thwacking, 185;
thwacking frame, 180; thwacking
knife, 183; thwacking stool, 183;
washing-off frame, 178 ; wash-
ing-off table, 177 ; wealliering,
183.
Marls, 14.
.Minton's encaustic tile manufactory
described, 191.
>roulding, process of, 28.
Moulding table, 29. •
INDEX.
275
Norton coal, analysis of, 117.
Nottingham, brickmaking at, 55 ;
process of, 80 ; illastrations of,
described, 92 ; batting, 82 ; cost of
buildings, 88; burning described,
84 ; colour, 58 ; brick-earth, 57 ;
cost of ditto, 87 ; brick-moulds,
70 ; bricks, number made per day,
84 ; size of bricks, 84; brick-yard,
general arrangements, 59; clapper
described, 73 ; clay digging, 80 ;
clay mill described, 62 ; dressing-
bench, 73 ; dressing described,
82 ; dr}-ing process, 81 ; fiats
described, 71; fuel for the kilns,
86 ; hovel described, 61, 72 ; kiln,
75 ; setting the kiln, 84 ; cost
of setting and drawing kiln, 86 ;
cost of labour, 90 ; cost of land,
87 ; machinery for pressing bricks,
74; cost of machinery, 88; cost
of manufacture, 87 ; moulding de-
scribed, SO ; moulding sand, 68 ;
moulding table, 68 ; plane de-
scribed, 71; polished bricks, 83;
pressed bricks, 83 ; tempering de-
scribed, 07, 80 ; cost of tools, 90 ;
wash mill described, 66.
Oates's brickmaking machines, 196 ;
cost of, 204 ; rate of production,
204.
Ornamental brickwork, examples of,
6.
I'allet moulding described, 29.
Paving tiles, 42.
Pressed bricks, defects of, 33.
Prosser's method of making bricks,
32.
Pug-mill described, 27.
Red bricks, 21.
Refractory clays, composition of, 15.
Roofing tiles, 42.
Sand, object of using, li:2.
.'^ilica, use of, in brickmaking, 14.
Slip kiln, 32 n.
Slop moulding described, 28.
Soil, term described, 27 ».
Staffordshire brickmaking described,
95, 97 ; buildings described, 97 ;
burning, 99; clay, described, 95;
cost of manufacture, 101 ; drying,
99 ; firing, 109 ; illustrations,
102; moulding, 98, 103; oven
described, 100 ; plant described,
97 ; rate of production, 97 ; rental,
101 ; specific gravity of the bricks,
when raw, dried, and burned,
99 ; tempering, 97 ; weight of the
bricks, 99 ; arrangements of yard,
118.
Staffordshire tile making, 105 ; class
of tiles made, 95 ; drain tiles,
108 ; drying, 107 ; manner of
drying. 111; firing, 113; illustra-
tions to, described. 111 ; machines
for making, 108 ; moulding, 107 ;
moulding bench described. 111;
pug-mill described, 106 ; setting
described, 108; tempering, 106;
weathering, 106.
Stourbridge clay, 151,
Striking tlie clay, 28.
Suffolk, brickmaking in, 252; burn-
ing, 253 ; clay, 253 ; drying, 253 ;
cost of manufacture, 254 ; mould-
ing, 253 ; cost of plant, 254 ; tem-
pering, 253.
Table of analysis of different kinds
of clay, 13 n. ; of analysis of
Norton coal, 117; of analysis of
Staffordshire clays, 115; of the
colour of Staffordshire clays, 116 ;
of the cost of 1,000 bricks, London
make, 162 ; of the cost of London-
made pantiles per 1,000, 187; of
the cost and profit on 1,000 Not-
tingham-made bricks, 91 ; of the
cost and selling price of Stafford
quarries, dust bricks, and roof
tiles. 111 ; of the fusibilitv of
Staffordshire clays, 116; of the
price of fire-bricks of various
manufactures, 18 ; showing the
proportion of bases contained in
Staffordshire clays, ]16; of llie
relative value of different quilities
of bricks Nottingham make, 91 ;
of the selling price of London-
made tiles, 187; of space required
for each moulding-stool by eitlicr
process, 37 ; of loss of weiglit in
drying and burning, 99; of the
strength of hand and machine-
made bricks, 11.
Taxes upon bricks, 6; repeal of the,
8.
Tempering, 25 ; process described,
I 27.
] Terra-cotta, early use of, 5.
I TessMse, Clinton's, 193 ; Roman
276
INDEX.
process described, lOS , modern
process described, 194.
Tile-burning, 44, 255.
Tile-kilns, construction of, 183, 189,
257 ; in Holland, C3.
Tile-making in England, 42 ; in
Holland, 52 ; in Staffordshire,
105 ; in London, 167.
Tile-making machines, Ainslie's, 109;
Hatcher's, 256; Page's,233; White-
head's, 2'M.
Tile-moulding, 184.
Tileries, London, 167 ; Staffordshire,
105.
Tiles, encaustic, manufacture of, 189.
Tiles, manufacture of, 42 ; schedule
of duties on, 7 ; cost of manufac-
ture, 186 ; manufacture of, in
Holland, 52.
Tower of Babel, btirot bricks used in
building, 1.
I'nsoiling, 22.
Utrecht, principal seat of tile mw.u-
facture in Holland, 54.
Ventilating bricks, 35.
Washing described, 24.
Weathering, process of. 22.
White bricks, 21.
Whitehead's brickmaking machine,
216 ; brick-pressing machine, 226 ;
clay crushing and grinding mill,
212 ; perforated pug-mill, 214 ;
tile-making machine, 234.
Wilson's drj-cla\' brick machine,
232.
Wooden moulds, method of usiag,
30. *
Yellow bricks, 21.
THE END.
LONUO.-. : ll.l.N'lLD DV J. 6. VIUILK .\.\U CO., LIMITLU, CllV UOAU.
THE
PRACTICAL BRICK AND TILE BOOK
PART II.
TEE RUDIMENTS OF
PRACTICAL BRICKLAYING
By ADAM HAMMOND
THE BUDIMEXTS OF
PRACTICAL BRICKLAYING
m SIX SECTIONS :
GENERAL PRINCIPLES OF BRICKLAYING ; ARCH DRAWING,
crrnxG, and setting; different kinds of
POINTING ; PAVING, TILING, MATERIALS ; SLATING, AND
PLASTERING; PRACTICAL GEOMETRY
MENSURATION, etc.
By ADA]\I HAMMOXD
ILLUSTRATED WITE SIXTY-EIGHT WOODCUTS
SIXTH EDITION. CAREFFLLY REVISED, TTITH ADDITIONS
gpio^Jj
LONDON
CROSBY LOCKWOOD AND CO.
7, STATIONERS' HALL COURT, LUDGATE HILL
1887
PREFACE.
The object of this little work is to assist young
beginners and others who, though in the trade
many years, have not had the opportunity of
seeing so much of the higher branches of practice
as they might desire. I also trust it will not be
thought unworthy the notice of the more skilful
mechanic.
The language I have used is as simple as the
subject would allow, and the terms used are those
well understood in the trade ; for it is to be
regretted that the greater number of books upon
" building construction " are written in such
terms that it is very difficult for the majority
of working men to understand their meaning
without continually referring to a technical
dictionary.
In speaking of foundations, I have said nothing
of those which are formed in soft situations, upon
piles, or woodwork of any description ; for in such
cases the bricklayer has nothing to do with the
work until the foundation is made.
VI PREFACE.
I have no hesitation in saying tlie methods
here employed in drawing and cutting arches,
also in mixing the materials and executing the
difFerent sorts of pointing, are practically the
best, and those generally adopted by the most
experienced workmen.
For the sake of those who have not had an
opportunity of learning Geometry and Mensura-
tion, such problems are given as are generally
required in bricklaying.
The tables, and also the quantities of materials,
have been carefully calculated ; and during the
eighteen years I have been in practice I have
proved them correct.
Adam Hammond.
NOTE TO FIFTH EDITION.
The author views with satisfaction the extensive
sale of this little work, and also the favour with
which it is generally received, having already
run through four editions since its publication.
The present edition has undergone a thorough
revision, and various additions and corrections,
thought necessary for the improvement and
utility of the work, have been made throughout.
A. II.
London, August, 1884.
co:n'tents.
SECTION I.
GENERAL PRINCIPLES OP BRICKLAYING.
pag:i
Foundations 1
Concrete and Concreting 3
Drains ...... .... 4
Footings 4
Bonding —
Old English 5
Flemish Bond G
Broken Bond 8
Herringhone Bonding ...... 8
Douhle Herringhone Bonding 10
Garden-wall Bond . . . . . .10
Damp Courses 11
Air Bricks , ..11
Wood and Iron Bonding 11
Joints .... 12
Window Sills 13
Ruhhle "Work 14
Brick and Stone combined 15
Limes, Cements, &c. —
Blue Lias Lime 16
Dorking and Hailing Limes 16
Chalk Lime 17
vni
CONTENTS.
TAOt
Limes, Cements, Sec,
Cements .
17
Portland Cement
17
AVood Bricks .
18
Frost
19
Toothings
19
Thick and Thin Joints-
-their Evils .
19
Profiles .
.
. 20
Trammels
. 21
SECTION II.
DEAWTXG, CUTTING, AND SETTING ARCHES.
Plain Arches 23
Ased Arches 24
Gauge-work ......... 25
Various Arches used in the Building Trades —
The Semi-circular 26
The Segment 26
The Camher . . 26
The Gothic 26
The Elliptic Gothic 27
The Scmi-ellip.«e 27
Drawing Arches —
The Semi-circular 29
The Segment 31
The Camber Arch 32
The Gothic 35
The Reduced or Modified Gothic .... 36
The Ellipse Gothic 37
The Semi-ellipMs 39
The Wheel Arch, or Bull's Eye .... 41
Moulding ......... 42
Setting 44
Axed Work 46
CONTENTS.
IX
SECTION III.
DfFFERENT KINDS OF POINTING.
PAOK
Stock Work with the "White Joint 47
Yellow Stopping ........ 48
White Putty . 48
Eed Brickwork .51
Red Stopping . . ...... 61
AVhite Brickwork 62
Black Putty 62
Kcd Putty 53
Old Brickwork 53
Flat-joint Pointing 54
SECTION IV.
PAVING, TILING, USE OF 5IATERIALS, Etc.
Paving —
Brick Paving
Plain Pa\'ing
Tile Paving
Tiling-
Roofing Tiles
Plain Tiling
Scaffolding
Relieving Arches
Bakera' 0\ens .
Smoky Chimneys— their Causes, &c
To proporlion Windows to Rooms
Materials— their Use, &c.— Memoranda and
showing the Quantities of Materials required for
various Kinds of Work— their Weight, &c.
.
55
.
55
o .
5G
57
58
60
Dl
62
»
63
64
T
'ables,
Go
X CONTENTS.
SECTION Y.
SLATER AXD PLASTERER'S WORK.
Slater-
Description of Slater's Work ....
Gauge, " Lap " Margin, &c
Table of Sizes and Gauges of Roofing Slates
Slater's Scaffold
Plasterer —
Plasterer's Work
Lime and Hair, or Coarse Stutf .
Fine Stuff, or Putty ....
The Operations of Plastering ...
Bough Stucco ....
Laid Work ...
Cement Floors
Plaster and Welsh Lime Floors
Memoranda of Materials and Quantities required for
different Kinds of Plastering
Artificial Stone
Distempering of Ceilings, Walls, &c.
70
71
73
74
74
75
75
77
79
79
SO
80
81
82
S3
SECTION YI.
PRACTICAL GEOMETRY AND MENSURATION.
Geometry ......... 84
Problem I. — From a given point in a straight line to
erect a perpendicular . . .87
When the point is at the end of the
line 88
,, II. — Fpon a given right line to describe an
equilateral triangle . . . . 8S
COXTEM'S. XI
PAGS
Problem III. — To describe a triangle, having tlie length of
the three sides given .... 89
„ rV. — To find the centre of a given circle . . 89
,. V. — To describe a regular pentagon upon a
given line 89
„ VI. — To describe a regular hexagon upon a
given line 90
Table of Polygons showing an easy Method of di-awiug
any Polygon, from Five to Twelve Sides, the Length of
the Side or Diameter of circumscribing Circle being
given 90
Description of the above Table, with Examples . . 91
Problem VII. — To describe an eUipsis, ha\-ing the
longest diameter given ... 92
Another method of describing an ellipse 93
„ VIII. — To describe a circle about any triangle . 93
., IX. — To inscribe a circle within a triangle . 94
.. X. — In a given circle to inscribe a square . 94
■ I XI. — In a given circle, to inscribe any regular
polygon ; or, to divide the circumfer-
ence of a given circle into any number
of equal parts 94
„ XTI. — To draw a straight line equal to any
given arc of a circle .... 95
„ XIII. — To make a square equal in area to a
given circle . . , . . 95
A FEW RE5IARKS ON MEXSIJEATION OF
BRICKLAYEES" WOEK.
Duodecimals . 96
Decimal Fractions .97
Subtraction of Decimals .99
Multiplication of DecimiUs .99
Division of Decimals 100
Uow Brickwork is measured — with Examples . . .101
To find the Contents of Chimneys and Chimney Shafts . loa
XU CONTENTS.
PACB
103
105
105
106
106
106
Cfaimiiej Shafts in the Form of a Circle .
When the Shaft is in the Form of a Bcgular Polygon
Table for measuring PolygoHS .....
Vaulting ..... . .
Groins .....
Bakers' Ovens .... ...
A Table of Brickwork, showing an Cds y Method of flnding
the Quantity of l?eet and Bricks contained in any
Nimiber of Supeificial Feet, from 1 foot to 10.000 Feet,
by Addition only ... ... 106
Explanation of Table . . . 107
Mensuration of G-auge-work . . .114
Old and new Bricks stacked in Bollfi .114
Short and useful Table .... .114
Tiling and Slating ... .114
Paving 11.5
Plastering ll.5
THE RUDIMENTS
or
PKACTICAL BEICKLAYING.
SECTION I.
GENEEAX PRIXCIPLES OF BRICKLAYING.
The Business of a Bricklayer not only consists in
the execution of all kinds of brickwork, but it
also includes rough stonework or "walling,"
paving, and tiling, both plain and ornamental ;
and (in many parts of the country) slating
and plastering is united with the above-nam«i|^
business. The bricklayer also superintends all
excavations and concreting for ordinary building
purposes.
In preparing for the erection of most buildings
the first things required are the plans, elevations,
sections, &c., and upon these too much care
cannot be bestowed so that the foreman may
get them thoroughly impressed upon his mind,
for by so doing very many mistakes will be
prevented.
FOUNDATIOXS.
The ground should be set out from a given
line, such as the face-line of the building, and
wood stakes driven into the ground on which to
7
Z BRICKLAYING.
strain the different lines. Great care is required
in squaring out the foundation trenches so that
the brickwork (when built) shall stand in the
centre of them, and not all on one side of the
trench and none on the other, which is but too
frequently the case, for the greatest care is
usually taken when the icaU line is drawn.
The sides of the trenches ought to be upright,
so that there is not a less area for the concrete
at the bottom than at the top : for upon this
depends the strength of the superstructure.
Should the ground be ** an incline plane,'^ or
unlevcl, it is much better to bench the ground
carefully out — that is, cut out the bottom of the
trench in horizontal steps.* The concrete will
then be of a more uniform thicknes?, and the
settlement of the building will be more regular,
as nearly all buildings are built with materials
that will settle little or much, and it does not so
much matter as long as the settlement is perfectly
regular, but the evil effects are seen when it is
greater in one part than in another, and, in con-
crete as well as brickwork, the greater the thick-
ness the more will be the settlement.
It is usual to drive stakes in the bottom of the
trenches to show the level of concrete ; but
perhaps it would be better, if possible, to drive
these stakes in the sides of the trenches, leaving
just enough projecting out to level them with,
for very often by shooting the concrete into the
• Taking care that each step shall be 3, 6, 9, or 12 inches
above the next lower one if the work above is to be built
4 couTBee to the foot.
GENERAL PRINCIPLES OF BRICKLAYING. 6
trench the stakes are knocked further into the
ground and the concrete levelled to them, thereby
causing a great deal of trouble when the brick-
work is begun.
Concrete.
The " limes " generally used for concreting in
this country are obtained from Dorking in
Surrey, and Rochester in Kent,* besides other
places where the grey limestone is to be obtained.
This lime is ground and mixed with ballast
while in a powdered state ; it is then wetted and
turned over twice, to mix them well together ;
this is then wheeled in barrows to an elevated
position and thrown into the trenches, and after-
wards levelled to receive the brickwork. This
kind of concrete is mixed in the proportions of
one part of lime to six or seven parts of gravel.
Although this kind of concrete is very much
used in and about London, it is considered a very-
imperfect method, although economical as regards
the labour : it proves most expensive in the
material, for if the work was properly executed
it would not require nearly so much of the latter.
The method of concreting which is thought by
most engiueers to be the best is, to reduce the
lime to the state of a thick paste, and tlien it is
made into a soft mortar by mixing about an
equal quantity of sand with it before it is mixed
with the gravel ; and instead of shooting it down
from a height and leaving it to settle by itself, it
• This ia open to local circumstances.
«2
4 BRICKLAYING.
ought to be wheeled in upon a level and beaten
with a rammer ; for it is thought by being
thrown from a height the materials separate, and
by so doing some parts get more lime than they
ought to have, while others get but very little.
Of course this kind of artificial foundations is
not required where there is a natural one, such
as a bed of rock, hard gravel, or anything that is
thought sound enough to sustain the weight of
the building.
Drains.
As soon as the concreting is completed, all
levels should be taken for the drains, &c., so that
the brickwork is not cut about afterwards ; and
if the pipes are very large it would be better to
leave out the brickwork so that they may be
fixed after the work has had time to settle. And
if a small arch of brick is turned over each of
these pipes, it will be found very convenient
should they want repairing or cleaning at any
time.
Footings.
In all buildings of any importance it is usual
to build a certain number of courses as footings
(as shown in Fig. 1) to give the
walls a greater bearing ; and
where the building is principally
constructed with piers, such as
a great many warehouses, &c.,
inverted arches are turned for
the purpose of distributing the weight over the
1
1
1 1
1
III 1
1 1 1 J
GENERAL PKINCirLES OF BRICKLAYING. 5
whole length of the foundation, as shown in
Fisr. 2. Sometimes these are formed in the
Fig. 2.
footing courses, but generally upon the top of the
footings.
Bonding.
The next thing of importance is the bonding
of the brickwork, of which a great deal may be
said, for this is a very important part of brick-
laying.
Old English is that which is used in nearly all
buildings where strength is the principal object,
as it is the strongest of any, on account of the
greater quantity of " headers " used, and also
because there are less broken bricks required to
fill in with.
But the appearance is not considered so neat as
Flemish bond.
Figs. 3 and 4 show two successive courses of
Old English bond : in all cases the inside headers
and stretchers should be opposite those of the
same names on the outside {i.e. a is opposite b,
Fig. 3). If this rule is strictly adhered to, there
will always be correct quarter bond throughout
the whole thickness of the wall.
Very often but little attention is paid to
6 BRICKLAYING.
the middle of the \call, so long as the faces are
1
1
1
1
1
,
I I I 1
ri?. 3.
lip. 4.
kept right, although it is of quite as much
importance.
Figs. 5 and 6 show the bonding of the face and
iig. 6.
1 iL-. 6.
end of what is called an 18-inch, or two-brick
wall, in Old English bond.
Flemish Bond (Fig. 7) is very much used for
house building, owing to ita
neater appearance. But very
often the inside of the house
is Old English ; and when the
walls are built in this manner,
the heading bricks of the Fle-
mish work are halved (" bats," as they are more
generally called) every second course ; and by so
TV
I I
_LJ_
Rfr-.
GENERAL PRINCIPLES OF BRICKLAYING. 7
doing the inside of the wall gets a half-brick tie
into the face -work.
In Flemish bond the headers and stretchers
are laid in turns in each course, as shown in
Fig. 7.
In all cases where quoins are to be got up at
different parts of the building, gauge-rods should
be used after the work has been levelled, and a
nail or something of the kind knocked into the
work at the level of which it is intended to gauge
from.
If this is not done, different bricklayers will
raise their work some more and some less than
the others, thereby causing the work to get out
of level.
If it be possible every man ought to be kept
on his own work ; then he is more likely to take
an interest in that particular part. But if they
are not, when one man goes on to another's work
there is often a great deal of fault-finding, and if
the work is wrong it is simply impossible to 15 nd
out who it was that did it.
Architects are generally under the impression
that the bricks used in and about London are
something under 9 inches in length, 4^ inches
wide, and 2^ inches thick ; the thickness may be
about right, but the other dimensions are decidedly
wrong. This causes a great deal of trouble to
the bricklayer when working to plans ; because
he is asked to build a wall (for instance) eighteen
inches thick, the regular bond of a two-brick wall,
which is impossible to do without cutting the
8 BRICKLAYING.
bricks, as they are from nine inches to n>ne inches
and a quarter in length, and never less than the
former.
Again, as regards the width of the brick, if it
were 4j inches, it would be impossible to build,
say, a 9-uich wall, giving it the proper waU-joint,*
without sailing the stretching course over ; which,
of course, is against all rule.
This is the reason (the bricks being only A\
inches wide) that bricklayers have to cut so many
three-quarters, or long bats, in face- work, to keep
the cross-joints' quarter-bond on the stretcLers.
Broken Bond. — A great deal of this might be
done away with if the plans were got out to suit
the bricks more than they usually are ; for very
often we see pairs between openings sixteen,
twenty, and thirty inches in length, without the
least regard to what the bricks will work ; thereby
causing a great quantity of brick to be wasted,
more labour, and then the work is nothing near
so strong as if the work had been arranged so
that the bricks would work without cutting them.
It is very necessary, when laying the first
course on the footings, that all doorways, windows,
and other openings, should be measured, and the
bond properly set out, so that there is no diffi-
culty when the work is up, ready to receive them,
and the perpends t are kept throughout the
height of the building.
Herringbone Bonding, as shown in Fig. 7a, is
• Three-eighths of an inch between the bricks,
t The cross joints in a perpendicular line.
GENERAL PRINCIPLES OF BRICKLAYING,
9
greatly used for cores of arches and other places
where something different to the regular plain
work is required in the shape of ornamentation.
But it has but very little tie with the inside work.
This work should be begun and continued with
the set square of 45 degrees ; and if the bricks
are all of one length, the joints will all cut
straight with one another, showing so many
oblique lines at an angle of 45 degrees with the
horizontal from where the herringbone started;
that is, place the set square upon the base-line
A B, Fig. 7 A, in such a manner that the right
angle of the square shall be uppermost and the
longest side upon the line, and as it is drawn
along from a to b, or from b to a (if the work
is right), it will cut in a line with the joints c d,
E F, &c., and as the work proceeds it will be
necessary to either hold up a levelled straight-
edge and work the square upon it, or otherwise
draw a line perfectly level, and so hold the
square to it.
But to do this kind of work properly, it is
really necessary that every hick sJwuId be of one
length, that is, what three courses of bricks will
measure upright when laid temporarily with joints
b3
1 0 BRICKLAYING.
the same thickness as those required for the
herringboning. If the joints are to be small
very often the bricks will have to be cut short,
and this gives it a better appearance than
having thick joints, and, beside, it is much
stronger work if it is well grouted in at the
back. But in all cases let the grout be of the
same kind as the work is built with.
Fig. 8 represents another style of herringbone.
This is called " Double Herringbone" on account
of two bricks being
worked instead of one,
as shown in Fig. 7a.
The working of this is
much the ^ame aa
Fig. 7a, but perhaps a
little more difficult in
the arrangement of the bricks ; nevertheless the
joints must cut one with another just the same as
the " perpends " of plain brickwork. If the
bricks are cut to 8| inches in length the work
will show a neat joint, and there will be less
trouble in keeping the work right. But it is very
frequently done without any care being taken to
get the bricks to suit the work, or to keep them
in their proper places while laying them.
Garden Wall Bond, as it is generally called,
is that which is in practice usually when build-
ing 9-inch walling, which requires to be faced
on both sides ; and as the headers cause an un-
sightly appearance if worked through too often,
on account of their different lengths, it is
GENERAL PRINCIPLES OF BRICKLAYING. 11
usual to work three " stretchers " between two
** headers," instead of one, as in Flemish bond.
Damp Courses.
As soon as the work is above ground it ought to
receive a course of something to prevent the damp
from rising up into the walls, and for this purpose
asphalte is often used to cover the walls. But where
this is difficult to be obtained a clouhle course oj
slates bedded in Portland cement will generally
answer the same purpose ; but they must be so
bonded, that no two joints shall be over each
other to allow the dampness to rise between them.
Air Bricks.
"Where the ground-floors of the building are to
be laid with boards, air bricks should be built in
the face of the walls, and a passage left through,
so that the air can freely circulate under the
floors, and by leaving two or three bricks out in
difierent places of the inside or parting walls to
any part of the building where required.
Wood and Iron Bonding.
In addition to the regular bonding of brickwork,
as before described, a further security is sometimes
provided in the form of bond timber ; that is, long
lengths of wood cut to the form of a 4|-inch
course of bricks, and so laid throughout the length
of the walls to answer as a longitudinal tie, and
also to keep the pairs between openings steady
until the work is thoroughly set.
12 BRICKLAYING.
But of late years this has been superseded to
a great extent by hoop-iron, both on account of
the wood shrinking when it gets dry and so
causing the work to settle, also, in case of fire,
to have material in the building as little inflam-
mable as possible.
The hoop-iron is laid at different stages
throughout the whole building. This is sometimes
tarred and drawn through sand, to protect the
iron from contact with the mortar ; but it is more
frequently laid between courses of bricks, and
built with Portland cement, without being tarred.
Joints.
It is very necessary that all joints should be
kept of one thickness ; for if one piece of brick-
work is raised with thick bricks and another with
thin (as it often is when two sorts of bricks are
used — one for outside and the other for inside)
the work done with the thickest joints will settle
more than the other, thereby causing the wall to
overhang or batter : this is the case with mortar
joints. Cement acts in the reverse manner, on
account of its sxcelling properties ; therefore in
both cases it is considered very unsound work.
Portland cement having this stceUing property,
it is well adapted for underpinning old walls,
where the ground has been taken out for cellars,
&c., below the foundations ; but slate ought not
to be driven into the joint between the old and
new work for the purpose of wedging it tight,
for the cement will not take hold of the slate
GENERAL PRINCIPLES OF BRICKLAYING. 13
to any great extent; besides, if the joint is well
filled up with cement, it will expand sufficiently
to wedge itself perfectly tight.
Window Sills.
Where these are of stone, it is much better to
leave the brickwork out at the reveals just large
enough so that the sill can be fixed after the
brickwork is up and settled ; if not, the weight
of the brickwork upon each end of it will very
likely break the sill, owing to the greater settle-
ment of the work between the windows (where
there are the greater number of mortar joints)
than there is directly underneath the sill.
Bricks ought to be well wetted in summer time,
80 as to exclude the air which fills up the pores ;
but be careful that they are not wet if there is any
likelihood of frost, as it takes fast hold of work that
is damp, not only causing the joints to burst out,
but sometimes greatly disturbing the bricks.
All walls ought to be thoroughly "flushed" up
every successive course with soft mortar or
cement, as the case may be. This is sometimes
preferred to " grout," because the latter, being so
much thinner, will naturally shrink more when
setting ; so, if there is the proper wall-joint, there
is little doubt but what the mortar- flushing makes
the soundest work. There is a common but very
evil practice in many places of building walls with
mortar and afteruards grouting them in tcith Port-
land cement mixed with sand. Where this is the
case, the weight of the building must be con-
14 BRICKLAYING.
Bidered as standing upon the grout alone, for it is
well known " that cement swells and mortar shrinks;"
therefore, whenever the cement grout runs under
the bricks, it will surely lift them off the mortar
bed ; and, instead of strengthening the work,
it has a great tendency to weaken it. Great
care should be taken, in building walls of any
considerable length, that the line is kept perfectly
straight from end to end ; because if the line is
drawn tight one course and another loose, there
will be " brick and brick " in some places, and a
thick joint in others, which gives the work a very
bad appearance. In fact the line ought to be
" loohed through " every course.
Rubble "Work.
In many parts of England rubble work is done
to a great extent with flint and other stones ;
and in such cases it is usual to have brick quoins,
and these are generally " ashlarcd," as shown in
Fig. 9. In London this name is applied to
stone- facing.
Although flint-stones are not so well
adapted for works requiring great
strength as bricks, still they answer
very well for what they are generally
used, that is, cottage and wall-building,
&c., but it is not advisable to use sea
stones for house-building, on account of
the salt clinging to them causing the
walls to turn damp in wet weather.
Fig. 9.
No flint-stones ought to be used in wet weather,
GENERAL PRINCIPLES OF BRICKLAYING. ]5
or if they are at all wet ; for this is the cause of
many a wall falling to the ground.
Brick and Stone Combined,
When the building is composed of brick and
stone, which it yery often is, the bricklayer and
mason ought to be careful to get their work
arranged to suit each other, as brickwork cannot
be built to the specified thickness without a very
great deal of extra labour and waste of material.
For instance, a wall supposed to be built 2 feet
3 inches in thickness very often cannot be worked
under 2 feet 3f inches because the bricks are full
9 inches long, and a wall never ought to be built
without allowing room for the mortar to go be-
tween each brick in the middle of the wall.
And so by the stonemason cutting and work-
ing the stone that has to pass through the wall
three-quarters of an inch longer, it would save
the cutting of each course of bricks from begin-
ning to end of the wall.
And if this is not thought of in the founda-
tions, it will very likely cause a vast amount of
trouble when the work is further advanced.
Again, in arch work, &c., where drawing is re-
quired, and stone and brick are to be used, it is
best for both mason and bricklayer to work to
one drawing ; for it is possible for two separate
drawings to be difierent, so causing confusion
when fixing the work ; and it very often happens
when anything is set out wrong through the
oversight, carelessness, or ignorance of the fore-
16 BRICKLAYING.
man, the blame is directly thrown on to the
workman for the purpose of clearing himself.
But this is a cowardly way of doing business, and
cannot be too much condemned.
Limes, Cements, etc.
Of limes, blue lias is reckoned the best in this
country, because it is equally adapted for work
below water-level or for moist situations as for
dry ones. But it is not generally used for ordi-
nary building purposes, principally on account of
its taking but a very small proportion of sand
before its setting properties are weakened ; so it
is thought best only to use little more sand than
lime in the mixing.
This lime must not be made into mortar a long
time before it is required as other limes often
are, or else it will get so hard that it will be of
very little use for the purpose of laying bricks.
This lime will take less water than the other
limes usualty do ; and it ought to be slacked
several hours before it is made into mortar, as
some parts will take much longer than others.
The principal supplies of lias limestone are
obtained from Aberthaw, near Cardiff, in "Wales ;
Barrow, near Mount Sorrel, in Leicestershire ;
and "Watchet.
Dorldng and HaUinrj Limes. — These may
be considered the principal limes used in and
about London for making mortar, owing to their
taking a greater quantity of sand than any other
before their setting properties are weakened, the
usual proportions being three or four parts of
GENERAL PRINCIPLES OF BRICKLAYING. 17
sand to one of lime. But it must be remembered
that very often it is not the quantity but the
quality of sand that destroys the lime ; for the
cleaner and sharper the sand, the better the
mortar will be.
These limes are obtained from Dorking in
Surrey; and between Rochester and Maidstone
in Kent.
Chalk Lime is seldom used in London for out-
side work, because it sets so slowly, and in damp
places never sets at alL But it is used to a great
extent for plastering the inside of houses, &c.,
where there is no dampness ; and, although it is
not used in London for outside work, it is very
much used in many parts of the country, where it
is very cheap, and better limes are not so easily
obtained.
Cements. — The cements used by the builder
are of various kinds ; such as Portland and Roman
for external, and Keen^s and Martinis for internal,
decorations.
Portland Cement is considered the best for
general use, owing to its fine setting properties
and its cheapness ; for it takes a greater quantity
of sand than any other before it is much
weakened. This is made in different parts of the
coimtry, principall^'^ from the cement-stone found
in the Ijondon clay at Harwich in Essex, and
the Isle of Sheppey in Kent ; and will take
two or three parts of sand to one of cement for
ordinary purposes.
But whenever it is required to set directly oi
for water-work, it is best to use it in its pure
18 BRICKLAYING,
state. For although sand docs not prevent its
setting very hard after a few days, it stops its
setting directly.
All sands used for making up lime and cement
into mortar should be as free from clay or dirt as
possible, and the sharper the better. If this is ne-
glected, the best limes or cements are soon ruined.
Owing to the great demand for Portland
cement, a great many manufacturers have been
induced to bring out an artificial kind, and this is
as much used as that made from the cement-
stone. The greater part of this is made with clay
obtained from the sides of the River Medway in
Kent, mixed with a definite proportion of chalk
•from the pits in the same district, and so manu-
factured as to produce a cement nearly equal to
the original.
Roman cement, although possessing many good
qualities, is greatly inferior to Portland, and
therefore is but little used by the builder.
Keen's and Martin's cements are in appearance
a great deal like plaster of Paris, but they set
much slower, thereby giving the workman more
time to add finish to his work before it gets hard.
They are almost always used for work which re-
quires a hard and beautiful finish. But in no case
should they be used for outside work, or in any
place where they are exposed to the action of
water, as they are like all pure limes, partly
soluble in water.
"Wood Bricks.
"Wherever woodwork is to be fixed to the walls
GENERAL PRINCIPLES OF BRICKLAYING. 19
(such as door and window frames, angle beads,
skirting boards, &c.) wood bricks, or, rather,
wood joints, should be used — that is, pieces of
board the length and width of a brick, and about
three-eighths of an inch thick, should be laid
between two courses of bricks instead of the
mortar joint. These will be found far better than
having wood bricks the fall size of the ordinary
brick, because the latter generally shrink, and
so become loose. When the inside is to be
matched-lined instead of plastered, it is best to lay
a joint of this sort throughout the length of the
wall inside. If these are laid about three feet
apart from floor to ceiling, there will be no plug-
ging afterwards in fixing the matchboards.
Frost.
If the brickwork is carried on in frosty weather,
all walls must be carefully covered up with
weatherboards, straw, or something that will pro-
tect them ; if not, the frost will penetrate into
the work, and greatly destroy the strength of all
that which is damp.
If Portland cement is mixed with mortal the
fi'ost does not take hold of it so much as it does if
mortar alone.
Toothings.
"When necessary to carry one part of the build-
ing up without the other, the walls where they join
ought to be "racked" back, if possible; if not,
they ought to be toothed, as shown in Fig. 10,
so as to avoid as much as possible upright toothings
from bottom to top of the wall.
1 1
1 k
1
1
1 1 .
1
: 1
1 1
1
■ 1 1 1 1 1 1
.1 1 1
■ i 1' 1 1 1 1
1 1 1
( 1 1 1 1 1
1 1 1
20 bricklaying.
Thick and Thin Joints.
So much has been said by different writers
about tJdck joints, that it is quite unnecessary
for me to say that they are a very great evil,
as they cause settlements. But
perhaps a little ought to be said
about very thin ones, for it is well
known that the bricks made in
most yards are not all of one
thickness ; and it is possible to
buy a quantity of bricks all made
Fig. 10. {j^ Qj^(, yard, and to find two or
three different sizes — some as much as a quarter
of an inch thicker than others. Therefore, when
these thick bricks are laid, it is found impossible
to keep down to the gauge to which the thin
ones are laid with a joint of the same thickness.
The result is, the bricklayer does not spread
out a bed to receive the brick, as he usually does,
but he "butters" it — that is, he draws a little
mortar, as fine as he can get, upon the front and
back edges of the brick, and then lays it, leaving
an air-passage imdcr every one. This is almost
as bad as thick joints, for it is evidently not
bedded at all. This is very bad work, but the
bricklayer cannot be blamed for it.
Profiles.
In building retaining walls, either upright or
battering, or, in fact, any kind of work that is to be
racked back to receive additional work, it is often
GENERAI, PRINCIPLES OF BBICKLAYING. 2]
found convenient to erect profiles upright or batter-
ing, as the case may be, with the face of the wall,
and gauo^ed accordino: to the srau o^e of the work from
bottom to top — and so strain the line to it ; by this
means the work is kept right both on the face and
bed.
These profiles answer very well for setting
arches when they are required in advance of the
other work ; for they can be easily set up at each
end, and the line for the face of the arches drawn
to them, and afterwards drawn perfectly level
over the crown of the arches, to level up the
brickwork between them — and in tJm case it will
answer the purpose of both level and plumb-rule.
Trammels.
Where work is to be cut to receive inverted
arches, such as the bottom half of a wheel arch,
and also cores to receive any other arches, it is
much best to fix trammels. These are fixed to
the centre, and struck with the same radius as
the arch. For the wheel arch, when it passes
throughout the thickness of the wall, it is usual
to fix an upright piece of wood on each side of the
wall, and pass a bar of either wood or iron from
one to the other ; this will answer as a centre for
the trammel to swing round upon, either on one
side of the wall or the other.
All joints in good face- work ought to be struck
as full as possible without projecting beyond the
face of the wall, and as straight as the bricks will
allow.
22 BKICKLAYING,
^^SECTION 11.
DRA\rrS'G, CTTTIXG, AKD SETTING AECHES.
It is very necessary, in speaking of arches, that
the reader should thoroughly understand what an
arch really is. It must not be supposed that any
kind of building material which has been used to
cover an opening is necessarily an arch simply
because it is made to form a curve, for in many
cases we see a block of stone cut out in the form
of an arch, and placed over doorways, windows,
&c. ; but in the centre or crown, where the
proper arch is the strongest, the stone being
thinnest is the weakest, and being liable to break
at any time, causes the work above to give way.
An arch that is perfectly equal may be con-
sidered as a slightly elastic curved beam, and,
when loaded, every part is in a state of com-
pression. The arch that the bricklayer has to
deal with is a quantity of bricks so arranged that
they may, by their pressure one upon another,
not only support their own weight, but transmit
any weight that may be placed on them to the
abutments.
Therefore all bricks should be of such a shape
that they should "bed " with a perfectly equal bed-
joint, one against the other, and at the same time
carry an equal curve, or fit the centre upon which
the arch is turned, throughout the whole span.
And by each joint cutting in a line to the
point or centre from which the arch is struck,
|. DRAWING, CUTTING, AND SETTING ARCHES. 23
eaeli brick will be in tbe form of a wedge ; these
are often called " Youssoirs," and the thickest or
uppermost part of them the " mi^0t»s," and the
■ small, or that part which is fixed upon the centre,
the "intrados," or sofl&t of the arch.
These few remarks will serve to clear the mind
of the reader as to what the general principles of
an arch are.
The higher calculations connected with the
designing of arches, and rules to find the weight
with which each course of voussoirs should be
loaded to bring the arch into perfect equilibrium,
would be out of place here, as this little work is
intended for the working bricklayer, and he is
very seldom fortunate enough to be able to enter
into calculations of this kind, although they would
be of great service to him.
Plain Arches.
All arches turned without the bricks being cut
or shaped in any way may be classed under this
head ; and these are in general use for railway-
bridges, tunnels, vaultings, and all work where
strength is essential, and appearance no particular
object.
In building arches of this description, in order
to avoid the thick joints that would appear at the
extrados if the bricks were laid with the end upon
the centre — as they are not wedge-shaped, but of
one thickness throughout the length — it is usual
to build them in rings the thickness of half a
brick, or brick on edge, so that each ring is
24 BRICKLAYING. ^
separate, having no connection with the others
beyond the cohesion of the mortar in the collar-
joints between them, except a heading-course
occasionally, wheneTcr the joints of two rings
happen to coincide : sometimes this is objected to.
It is very necessary that each ring should be pro-
perly bonded throughout the length of the arch,
and also that the joints should be of a regular
thickness. For if the soffit-ring is built with a thick
bed-joint, and the second ring with a thin one, the
thick joints will shrink most, thereby causing an
unsightly fracture between the two, and so deprive
the arch of the strength of the bottom rinw.
Mortar made with good lime is considered by
many better than cement for this kind of work, for
very often cement sets before the work is complete,
and any little accident in striking the centres, or from
any other cause, is very liable to break the arch.
Let it be here understood that no kind of arch
ought to be turned without the centre has folding
wedges, so as to drop it, when the arch is finished,
as easily as possible, and without shaking the arch.
These wedges ought to be drawn a little a day
or two before the centres are really struck, so as
to give the arch its " bearincj."
Axed Arches.
These are used very much in the present day,
on account of their taking less labour, as it is
thought. But it is an inferior sort of work at
the best, and often costs as much as gauge-work
by the time it is fi^nished.
UUAVVING, CUrriNG, AND SE'lTING ARCHES. 25
The bricks of these are simply axed down to a
given size, and nothing but the soffits are rubbed ;
and this is done after they are brought to the
required bevel with the hammer boaster and
scotch ; they are then set in cement, with a joint
about three-sixteenths of an inch in thickness,
and afterwards pointed.
Gauge Work.
This consists of all kinds of work that is cut and
brought down to a given gauge upon the rubbing-
stone ; such as all kinds of arches, mouldings for
external cornices, architraves to doorways and
windows, eaves, &c., and is considered the most
important branch of the trade.
For this purpose a shed should be built to
protect the bricks that are to be cut from the wet,
and also large enough for the workmen to erect
their benches and chopping-blocks to suit their
own convenience. They then require the rubbing-
stone and a bedding-block. The former ought to
be in the form of a circle, and not exceeding 14
inches in diameter ; for if it is, it will be very
likely to rub out of level on the face, that is,
either hollow or cambering ; and even with this
size it will be found necessary to turn it round in
its bed about once a day when in use, for if the
stone is unlevel the bricks will assuredly be the
same, making very bad work.
The bedding-block is square and of a perfectly
smooth surface. It is used for the purpose of
scribing and fitting the bricks to the moulds, and
c
26 BRICKLAYING.
is usually made to the size of one course of the arch,
if double-faced ; if not, about 14 by 18 inches.
Various Arches tsed in the Building Trade.
It is necessary that the bricklayer should
thoroughly understand the names of all arches
used in the building trade, and also what is
meant by these names. The following are the
principal arches used in building construction : —
The Scmi'Circular, as shown in Fig. 11.
The Segment, which is the part of a circle only,
as Fi^. 12.
Rg. 11. Fig. 12.
The Camber (Fig. 13). — This arch is a very small
part of a circle, as it is generally reckoned to rise
only one-eighth of an inch to the foot ; so if the
span of the arch is four feet,
V ~7 the crown or centre of the
Rff. 13.
soffit will only be half an
inch above the springing
line, and the top ought not to be more than a
quarter of an inch above a straight line drawn
from the top of each skewback ; then, by the
slight settlement of the arch when taking its
" bearing," this line w ill have the appearance of
being perfectly straight.
The Gothic Arch (Fig. 14) is ver}- much used
at the present day, both as shown in this figure.
DRAWING, CUTTING, AND SETTING ARCHES. 27
and also with a greater or less rise above the
springing line, as Figs. 15 and 16.
The Elliptic Gothic (Fig. 17), which is simply
an ellipse with a Gothic head.
Tig. 17.
Fig. 18 represents a Semi-ellipse, or half- oval.
There are many other arches in use in other
branches of the building trade ; such as the
horseshoe (Fig. 19), the 0 G (Fig. 20). But it
Fig. 18. Fig. 19. Fig. 20.
is very seldom the bricklayer has the building of
any but those that have been mentioned.
We have thus far only had the forms of different
arches. The next thing of importance to the
workman is the methods of striking them out, and
taking off the moulds and bevels for cutting them.
c2
28
BRICKLAYING.
Drawing Arches.
As it is out of reason for the builder to pay
the workman for tis time while he is jiiactising
on the work, it will be found necessary that
he should learn the diflferent ways of striking
out those things that he will require, either at
his homo, or at some other equally convenient
place. And for this purpose he will require
a drawing-board. Sixteen inches square will be
large enough for this purpose; but should a
larger one be required, it would be better to get
one 2 ft. 6 in. by 1 ft. 10 in. This will take an
imperial sheet of drawing-paper. Also, a T
square and set square, lead pencils, a pair of com-
passes with pen and pencil, and a piece of india
rubber to clean out any false lines. And as it is
always best in these kinds of drawings to work to
a scale, the 2-ft. rule will answer this purpose.
Should the reader wish to
practise drawing other forms
of the arch, he will require
moreand better instruments.
It is necessary, in almost
-g every kind of arch, to draw
the horizontal and perpen-
dicular lines at right angles
with one another. If the
reader knows how to do this,
he will find it his principal
guide to drawing the arch.
Fig 21.
So, from the points a and u, Fig. 21, '»'\t|U any
DRAWING, CUTTING, AND SETTING ARCHES. 29
radius greater than half the given line A b de-
scribe two arcs intersecting each other at o and s;
then the line joining o s will be in the centre of
A B and at riorht ano^les with it. But with the
T square and drawing-board this is unuecessar}',
as he is simply guided by the square when fixed
first to the side, and then to the bottom of the
board.
In showinw the methods of drawing: arches and
taking ofi" the moulds, it will not be necessary to
speak oi plain arches, as the bricks are not cut for
them, therefore it will be best to deal with them
as gauged.
The Semi -circular (Fig. 22). — In drawing this
arch, it is oidy necessary to place one point of the
Fig. 22.
compass at the centre o, and with the radius d b
describe the half-circle which will answer lor the
sofiit ; then with the same centre describe a
greater half-circle, according to the depth of the
arch required.
Divide the outer ring with the compas.s into as
30 BRICKLAYING.
many parts as there are required courses in the
arch, taking care to see how thick the bricks will
work first, so that no more is wasted in the
cutting than necessary. Then from the centre o
draw the lines to each of the divisions marked on
the outside half-circle as shown. This will be
the size and shape of the mould for cutting each
course of the face of the arch. And a parallel
mould, the width of the stnall end of the face
mould, will do for the cutting of the soffit of the
brick, after allowing for the joint in each case
(this ought to be about one-tenth of an inch
thick), and is best done by working a little nearer
the small end of the mould, which will be easily
seen in the workinor. The bevel for cutting the
soffit is taken by placing the stock of the bevel to
the line a, and setting the blade to the line repre-
senting the soffit of the first course of the arch
at D.
This is the only bevel required (if a X bevel is
used) as the tops are cut to this bevel fitted on
the brick the reverse way.
Fig. 23 is another kind of semicircular arch
with a Gothic head. To draw the outside portion
of this arch it is necessary to draw the line or
chord A B, bisect it at d, draw a line with the
eetsquare from d, at right angles with a b, to any
point c, and upon this line the centre is taken to
describe the outside curve of the arch, according
to the haunch required; and the inner ring must
be divided in the same manner as the outer ring
of Fig. 22 ; but the bevels for the tops must be
DRAWING, CUTTING, AND SETTING ARCHES 31
taken separately. In all other respects it is the
same as Fig. 22.
A
Fig. 23.
The Segment (Fig. 24) may be worked in the
snrae way as the semicircle, the only difference
being in taking the centre to strike it with
32 BRICKLAYING.
This is taken in the perpendicular line below
the springing level, with radius according to the
rise required as shown at d, and this is the point
to which all lines must be drawn, both to get the
skewback and also the size of the course. The
bevel for cutting the skewback is taken by placing
the stock paritllel with the springing line a b,
and setting the blade of the bevel to the skewback
line D E.
We now come to the Camber Arch, which is
perhaps one of the most difficult to draw and cut.
To draw this arch, supposing the opening to be
4 feet in the clear, would require an arch with
only half an inch rise above the springing line
at the crown, as it would take a very long radius
to strike an arch having so small a rise in the
ordinary way of striking a segment of a circle;
it is necessary, therefore, to resort to other means.
To do this it is best, in the first place, to get
the horizontal and perpendicular lines, and
measure out the width of the opening equal on
each side of the upright line, then take the rise
as shown at a. Fig. 25, and drive three nails into
the board upon which it is intended to strike the
arch, at the three separate points b, a, c ; this
done, get a piece of |-inch board as long a*
the opening is wide, in the form of a very
flat triangle, as shown in Fig. 26, takinj? care
the rise of the triangle is just half that re-
quired for the arch. Place the end b. Fig. 26,
to the nail at b. Fig. 25, a to a, and c to c,
keeping it tight against a c with the left hand ;
DRAWING, CUTTING, AND SETTING ARCHES. 33
then with the right hand fix the pencil firmly
against a, the centre of the trammel, and gently
draw the curve with the right hand, as the
trammel is drawn from a to c with the left. If
care is taken to keep the pencil hard against the
centre a of the trammel, and that part of the
£
N"-
Fis- 25.
trammel against the two nails as it is drawn from
A to c, it will describe very correctly that half of
Fig. 26.
the camber's soffit. Then by repeating the
operation the reverse way, by drawing the
trammel with the left hand from a to b, while
with the right hand and pencil that half is de-
scribed in like manner, this will complete the
regular curve of the camber arch. Then with
34 BRICKLAYING.
c, as centre, and c b, as radius, cut the perpen-
dicular in D ; this is the point to which the lines
are drawn to get the proper skewbaek.
It is then necessary to measure the bricks to
see how they will work. If 3 inches, set oflF
I3 inches on each side of the centre line e d,
and draw lines to the point d, as shown : this will
give the shape of the moulds of which there
ought to be three, a quarter of an inch thick, and
about 18 inches in length. If the arch is to be
1 foot in depth, and in proportion if more or less,
then mark them all at about 3 inches from the
narrow end.
Fix one of these upon the centre line, as
shown at a, so the line above mentioned shall be
exactly at the soffit-line of the arch, and then
trace the other two alternately towards the skew-
back, keeping each line on the moulds to the
soffit-curve each time.
If the last mould does not meet the skewbaek
exactly, it must be raised or dropped down until
it does; then mark each course, and the joint
must then be allowed as before stated.
The bevels must be taken for each course, and
marked on the mould ready for working ; one
bevel will answer for soffit, cross-Joint, and top of
each course, if it is reversed for the two last named.
But perhaps it would be best to leave the tops
and cut them when setting the arch, for very
often mistakes are made in taking the length of
the courses with the template. The bond of the
camber arch is the same as the quoin of a
DRAWING, CUTTING, AND SETTING ARCHES. 35
common wall of Flemish bond, only the arch is
level and the quoin is upright, always remem-
bering to work from the soffit, as shown by the
two courses at c, Fig. 25.
The Gothic Arch (Fig. 26) is much easier to
construct than the camber, owing to its having
a shorter radius.
Set out the extent of the arch at a b on the
horizontal line, then with a for centre, and the
distance a b for radius, describe the arc c b ; then
with AE as radius and with the same centre describe
Fig. 26a.
the inner arc d e — this forms one side of the arch ;
then with b as centre, and same radii used for the
first half, describe the second.
Divide the outer curve into courses according to
the size of the bricks, and draw the lines to the
point A as shown, taking care in dividing out the
courses that half a course shall be on each side of
the perpendicular line at c, to answer for key-
brick. The bevel once set will answer for the
36
bRICKl-AYING.
whoJe of this arch, the same as the st mi -circular.
There are diflerent ways of forming the key of
this arch, but the one shown is considered the
best. Sometimes the Gothic arch is cut as repre-
sented in Fig. 27, but it is very seldcm, c
Fig. 27.
account of the extra work in soffiting the bn'cks,
for in this case each course must be cut to a sepa-
rate bevel. But the lines for each course are
drawn to the centre o, instead of the opposite
springing, as Fig. 26.
A Beduced or Modified Goihic. — To draw this
arch it is necessary to draw the chords a b and b c,
Fig. 28, from the springing to the crown ; bisect
A B and B c at D and h ; and from these points of
bisection draw the lines to the points o o with the
setsquare. And upon these lines the points are
taken to strike the arch according to the rise
required above the chord. The outer ares are
then divided into courses and lines dr<iwn to the
points o for the size of the mould, if the arch is
to be cut in the same way as Fig. 26. But if i'
DRAWING, CUTTING, AND SETTING ARCHES. 37
IS to be "keyed in" with an upright key, as
Fiff. 27, the lines must be drawn to tho centre e.
Fiff 28
The method of drawing and taking off the
moulds of the arch shown in Fig. 28, applies to
any Gothic, whether greater or less than the regular
equilateral arch.
The Ellipse Gothic (Fig. 29) is rather more diffi-
cult in the working than the generality of Gothic
arches, owing to the different striking points. To
draw this arch, let the distance a b be set off
equally on each side of the perpendicular line ;
then divide it into four equal parts by marking
the points c d, and with d as centre, and the
distance D B as radius, describe the arc from b to
E, mark the point b e equal with b d, draw the
chord F E, and bisect it at g, from which point
draw a line with the setsquare to any point o, and
upon this line the centre is taken to draw the
upper portion of that side of the arch as shown ;
38
BRICKLAYING.
the soffit curves are obtained in the same way.
After the lines a f e b are drawn, they can be
made to answer either for soffit or exirados, by
striking the other parts greater or less than those
named ; in this figure they represent the outer
Fig 28.
ring; but the centres will do for either. The
moulds for this arch are taken in the same way as
those in the camber. Fig. 25 ; that is, it must be
traced over with the moulds, so that each course
shall be exactly of one size, and the bevels must
be taken separately.
It is of the greatest importance that the work-
man should practise drawing this arch until he is
thoroughly acquainted with every part ; for very
DRAWING, CUTTING, AND SETTING ARCHES. 39
often he may require quite a different kind of
ellipse Gothic to the one here described, and by
his understanding the principles of this one he
will be better able to reduce or elevate them to
suit his requirements. Perfect accuracy in all
good brickwork cannot be too much impressed
upon the mind of the bricklayer, and more par-
ticularly in drawing and cutting arches.
Fig. 30 represents a semi-ellipsis arch, and is a
great deal like the ellipse Gothic, the only dif-
Fig.30.
But the drawing
ferenee being in the crowns
is quite, different. In drawing this arch, divide
the span into three equal parts, as shown at a c d b,
then, with d as centre and d b for radius, describe
the arc from b to e equal to d b, and the same on
the opposite side to f ; then, with d for centre and
the distance d c for radius, describe an arc cutting
the perpendicular line in g ; and from this point,
with the distance g f, describe the arc r e : the
40 RRTCKLAYIXG.
oiiter curves are tuken from the same centres.
The moulds for this arch must be traced in the
same way as the camber and ellipse Gothic ; that
is, take the thickness of the brick and set it equally
on each side of the centre line at h, as shown ;
then draw the lines to g ; this will give the size
of the mould very nearly; then, if they are worked
alternately down to the springing-liue, it will be
seen where they want easing, should they require
it. The bevels are all taken separately for each
course, but the t bevel reversed will not answer
for the top or outer curve of this arch.
Another method of drawing this arch is shown
in Fig. 31. Take the distance a b, that is, the
Fig. 31.
span and also the depth of the arch, and set it off
equal on each side of the centre line ; divide
this into three equal parts by marking the points
c and D ; then, with n as centre and dc for radius,
describe an arc cutting the upright line in e. From
this point draw a straight line through d to any
point F, and another through c to h ; then with d
as centre and d b for radius describe the arc f b, and
DRAWING, CUTTING, AND SETTING ARCHES. 4l
take c for centre and same radius for the opposite
ellipse A H, and, lastly, e for centre and e h for
radius, to describe the crown h f. The soffit-ring
is drawn from the same points. It is thought by
some that the moulds can be taken by drawing
lines as shown from divisions on the outer curves ;
but it is evident the bricks in the arch cannot be
all of one size and shape if this is done, although
there is little doubt the arch is stronger that way,
owing to there being a better skewback at h and f
for the crown than there would be if each course
were cut to one mould ; it is unnecessary to say
this is the easiest method. But the appearance is
not so good, for it is an understood thing in the
trade that all courses of an arch should be of one
size.
The Wheel Arch, or Biiirs-etjc (Fig. 32).— Tn
this arch the outer circle is divided out iu such a
42 BRICKLAYING.
manner that each line, a b, c d, shall be in the
centre of the course ; or, in other words, that
each of these points shall show a key brick, in
the same way as one key is shown in the semi-
circular arch.
Where two or more arches are set close to-
gether, " saddles " ought always to be cut, as
shown at a and b (Fig. 33), and not a continual
Fig. 83.
straight joint from c to D ; for although this is
often done, there is no bond between the two
arches. In all arch cutting the T bevel is by far
the best to use, for by reversing, it frequently
answers the purpose of two.
Moulding.
It has been already stated that moulding is
also included in what is called gauge-work. And
of late years there has been a very great deal
of this work done, particularly in end about
London. St. Paucras Station of the Midland
Kailway ra;iy be taken as a fine specimen.
In many places Ihis is done by fiiinply making
a template the form of (he brick required, and
marking the brick, first on one side and ihcn on
DRAWING, CUTTING, AND SETTING ARCHEb. 43
the other, and so cutting or rubbing it down to
these marks. But for moulding birds' mouths,
splay, bulls* noses, and, in fact, almost any kind
of work, it will be found much better if a box is
made that will hold three or four bricks, either
flat or on edge, as they may be required, taking
care that the ends are both alike, and the exact
shape of the brick required. If this method be
properly worked it will be found very accurate,
and done with a great deal less labour. The
boxes for this purpose are usually covered with
tin or sheet-iron to protect the wood from wearing
away while working the bricks ; if not, the
moulds are very apt to get out of their proper
shape and so lead the workman wrong. Even
with this precaution, it is very necessary to try
them sometimes to see if they are correct.
"When bricks are moulded for arches, it is best
to mould them first and cut them to the shape
required afteawards ; for should they be cut first
and then moulded the brick is often broken, and
all the labour upon it is wasted.
But it must be remembered that when the
bricks are moulded first the soflBt is not touched
afterwards, or otherwise the bead, or splay, or
whatever it is, will be rubbed out of shape.
Therefore the brick must be brought down to
the required bevel by rubbing down the side or
" bed," so as to bring it thinner at the soffit end.
This is called soffiting the brick from the side;
and all bricks properly worked this way will go
together equally as well as if they were bevelled
44 BRICKLAYING.
from the end, ip the same way 33 arches that are
not moulded.
It has been said that where a great many
arches are required, all of one size, either p^a in or
moulded, it is best to send the moulds to the
brickyard and have them cut while the earth is
soft, and so burnt to the shape required. But if
this is tried it will prove a total failure, for it is
impossible to burn bricks with the accuracy re-
quired for gauge work ; and it is always found to
take almost as much labour in brinjjinj? them to
proper order as it would have done to cut the
bricks in the proper manner at first.
Let the bricklayer be careful to turn out his
work in such a way that it shall reflect credit
upon himself, and his employer will soon see
which is the best and cheapest method of cutting
gauge-work.
Settixg.
It has already been said that cutting is considered
the most important branch of the trade, and to a
great extent this is right. But it must be re-
membered that, after the work is cut, there is
almost as much skill required in setting it. For
it very often happens tliat a vast amount of labour
and skill is expended upon work while in the
"cutter's" hands, and directly it is taken on to the
building the beauty of it is all destroyed through
the carelessness or inability of the setter. On the
contrary, bad cut work is often made to look well
through nothin<j but the skill of the setter.
DILWVING, CUTTING, AND SETTING ARCHES. 45
Therefore it is very necessary that this branch
should be equally well uuderstood. In setting
gauge- work of all kinds, it is necessary to take
the thickness of the courses, and gauge the centre
upon which the arch is to be turned ; and this is
done by takiug the thickness of the brick and
joint at the soffit. Each course should be marked
on the centre from the key brick downwards.
Never gauge from the springing or the skewback,
as this often leads to mistakes when setting the
arch.
The soffit of each course ought to fit the centre
perfectly ; and in order that it should do so and
that the courses should come in right at the key,
it is often necessary to have a radius line; that
is, a nail should be driven into the ledge of the
centre at the point o (Fig. 23), for instance, and
a piece of string fastened to it, and drawn up to
each course of the arch as it is set, in the same
manner as the line o D is drawn. This will pre-
vent the setter getting his work too high or too
low at the extrados of the arch. If this is not
done he is working at random, and will very
likely have to make his bricks smaller, or, other-
wise, his bed-joint thicker when he gets to the
key ; thereby depriving the arch of its strength,
and so causing a settlement when the centres are
struck. Gauged arches, as a rule, are set in grey
lime putty, brought to the consistence of cream.
This is put into an oblong wooden box, about
2 ft. by 1 ft. 9 in. deep, for the setter to dip that
side of the brick where the bed-joint is reauired.
46 BRICKLAYING.
But in doing this care must be taken that the
bricks are neither too wet nor too dry ; also that
the putty is of such a thickness that it will give
the brick just such a joint as the work requires:
of course the brick should be held in the putty
until it takes up the joint. If each course is
bedded regularly throughout its thickness, the
joint will be full and even on the face of the
arch ; and should it project a little, which is
often the case, it ought to be left untQ the
building is cleaned down, then they can be rubbed
off level with the bricks, and so leave the face of
the arch perfectly regular. This method only
applies to gauge- work.
AxEu Work
Is usually set in Portland cement ; and this
is sometimes mixed with a little putty to make
it work better; the brick is then "buttered"
with the trowel and not dipped as gauge-work.
By being buttered is meant a small portion of
the cement drawn on the edges of the brick, and
the middle left hollow to receive the cement
grout which is run in after the work is set ;
the joints are then raked out to receive the tuck
pointing, which is done after the building is up.
Whenever there is a long range of arches, one
ought not to be set separately ; but a line drawn
the whole length, so that when all are set, they
shall be perfectly straight one with another.
DIFFERENT KINDS OF POINTING. 47
SECTION III.
DIFFERENT KIXDS OF POINTING.
PoLXTiNG of all kinds of work is another very
important branch which the bricklayer has to
deal with, and is more in practice at the present
day than ever before, both on account of its
cheapness and also its appearance. These may
be classed under two heads — Tuck-pointing and
flat-joint pointing. The first is of the most
importance, and also requires the most skill, not
only in the difierent methods of preparing and
using the material, but also in preparing the work.
Stock icork icith the white joint is most general
in London ; and the first thing necessary is to
mix the pointing stuff. It is often thought best
to colour the work, even if it is a new building,
to bring all the bricks to a uniform colour,
because some bricks are much darker than others,
and therefore have a bad appearance when
finished. This colour as a rule is made with
green copperas in the proportion of one pound
of copperas to five gallons of water ; but in all
cases it should be tried first upon some bricks
placed in the same position as the front which is
to be coloured ; that is, if the front face the
south, place the bricks towards the same quarter,
as it is often found that work di-ied in the sun,
£ind that which is dried ia the shade, are quite
different
48 hUlCKLAYING.
Mix up as much colour as will complete the
whole job, as two mixings might not be alike.
The longer this copperas is kept the stronger it
gets ; therefore if it cannot all be used at once,
it is best to weaken it every morning by putting
half a pint of water to every gallon of colour ; if
this is not looked to, the last part which is done
will be much darker than the first. If the work
is wetted before the colour is laid on, one gallon
of colour will do 100 feet, more or less, according
to the bricks and the season of the year.
Telloic Stopping. — This is made with grey lime,
putty, and fine washed sand, in the proportion of
one bushel of the former to three of the latter,
and will take about 2 lbs. of yellow ochre to each
hodful of stopping. But of course the workman
will regulate it to suit the colour of the brick.
This also must be tried in the same way as the
< opperas, and in all cases let the stopping be a
shade darker than the brick when it is dry.
This will give the putty joint a better appear-
ance when it is laid on. In no case should
copperas be used to colour the stopping.
White Putty. — This is generally made with
chalk lime (because it dries much whiter than
grey lime, and gives the work a better appear-
ance), and silversand, or marble dust ; the latter
should be used whenever it can be obtained, on
account of its giving the joint a beautiful glaze.
It is usual to heat the pieces of marble until
they fall to a powder, then screen it througl.
a very fine screen or sieve before mixing it
DIFFERENT KINDS OF POINTING. 49
with the lime. But silver sand is more generally
used.
The lime is slaked and sifted through a fine
sieve. Sometimes oil or size is mixed with it to
make it work better, and also to give it greater
binding properties ; but this must be done while
the lime is hot and dry, and one pint of either to
half a bushel of lime is enough.
If chalk lime is used, one peek of silver sand
is sufficient for half a bushel of lime ; but if grey
lime is used, it will take double that quantity of
sand. If work is to be pointed, it must be well
cleaned down from top to bottom, and well rubbed
with pieces of the same brick as the wall is built
with ; this will give the work a level surface.
Brush off all dust, and wet it well, then follow
with the colour and give it one coat throughout ;
if it should require two coats, let one get well set
before the second is laid on ; but if it only
requires one coat, the work is ready for the
stopping. It is usual to do this in lengths of
about 8 feet; this is about the length that two
men will work when laying on the fine stuff;
and if this is taken for the length and 5 feet for
the height, it will be quite enough at one time.
We sometimes see houses stopped in from top
to bottom before ever a putty joint is laid on ;
but the man who does this evidently knows but
very little about tuck-pointing, for, whenever
this is done, the stopping gets so dry and hard
that the putty will not combine with it as it
ought, and it will fall off in a very short time,
D
dO bricklaying.
The work is also so besmeared with the white
stuflf, that it has more the appearance of being
plaotered than tuck-pointed.
TThen the length, as before stated, is stopped
in, it is usual to rub it well with a piece of dry
sacking, or something of that kind, to give the
stopping and bricks the appearance of being one
uniform block. Brush ofi all dust, and, if neces-
sary, damp it with the stock-brush carefully, so
as not to disturb the stopping ; then gauge the
joints at each end of the rule as a guide for
holding it, so that each course is of the same
thickness, and each joint perfectly level through-
out. This gauging must be applied to all work,
whether yellow, white, or red, and it would be
best to have a gauge-rod expressly for this pur-
pose. The cross-joints should be perfectly plumb
from top to bottom of the building. The rule
that is used to lay on the bed-joints (if it is done
with the jointers) is about 8 feet long, 5 inches
wide, and about | inch thick ; and there ought to
be two or three pieces of cork a quarter of an inch
thick nailed on to the back, to keep the rule
from the work, so as to allow room for the waste
putty that is cut from the joint to fall clear to the
ground. The fine stuff is spread upon this rule,
and afterwards taken off it with the jointer and
laid on the work that is stopped in, according to
the rule when it is held to the gauge-marks.
After this the rough edges are cut off with a
knife, or " Frenchman," as it is called. This is
the process for yellow or stock-work pointing.
DIFFERENT KINDS OF POINTING. 5]
Bed brickwork Is treated in many respects quitt
differently. The colour used for this is composed
of 1 lb. of Venetian red, and 1 lb. of Spanish
brown to IJ gallons of water ; but it ought to be
tried in the same way as copperas. This colour
has no setting properties, therefore it is necessary
to mix something with it that has, or else the
first shower of rain will surely wash it off.
One of the best things to use for this purpose
is white copperas. This must be dissolved in
warm water, and 1 lb. will set about 3 gallons of
colour. Alum is also used in the same propor-
tions ; and sometimes half a gallon of stale beer
to the same quantity of colour for setting.
Bed Stopping is composed of 1 part of grey lime
to 3 parts of fine washed sand (red sand would be
better, as it would take less colouring). This is
coloured with Venetian red and a small portion
of vegetable black. But in this case no propor-
tions can be given as there are so many different
kinds of red brick, and the colour that would
suit one would look very badly if applied to an-
other ; therefore it is best for the workman to
try these colours, and match them with the bricks
before he begins to point the real work, and in
all cases mix enough for the whole of the point-
ing, allowing three hods of stopping to 200 feet
of work.
This class of work is done in the same way as
stock-work, the only difierence being in the using
the colour. Red work is coloured throughout
first, and then a second coat is laid on after it has
T>2
52 BRICKLATIXG.
been stopped ; this is done very lightly, so as not
to rub up the stopping.
But in stock- vrork, colouring over the stopping
should never be done, for the copperas being so
strong it will bring out a white hue, and make
the stopping almost as white as the putty joint,
giving the whole of the work a very bad appear-
ance. The putty for red work is just the same as
that used for stock- work.
WJiife BricJiicork. — When the bricks used for
this work are sand- made, they only require well
rubbing down before pointing ; but should there
be any flesh-coloured ones among them, it is best
to leave the dust on the face after rubbing it, and
give the whole a coat of alum-water ; this will
set the dust so securely on the face of the bricks,
that no quantity of water will wash it oflf, and
will give the whole front a regular appearance.
This is made with 1 lb. of alum dissolved in 3
gallons of hot water ; and if it can be laid on the
work when warm, so much the better.
The stopping for this kind of work seldom
wants any colouring, the sand making it suffi-
ciently dark to match the bricks.
There are three sorts of putty used for this
work ; white, black, and sometimes red.
The method of mixing the first has already
been explained, therefore it is unnecessary to
repeat it.
Black Putty requires \ bushel of grey lime,
slaked and finely sifted; \\ bushels of very fine
washed, or silver sand and 12 lbs. of lamp-black
DIFFERENT KINDS OF POINTING. 63
or vegetable black : the last named is much easier
to mix with the lime and sand. Care must be
taken that these are well worked into one another,
if not, the joint will have a bad appearance when
laid on the work.
lied Puff I/. — This is made in the same way as
the black, only the colouring is different, this
being done with Spanish brown. But, as in red
stopping, the colour must be mixed to the shade
required.
It is not always necessary to colour brickwork ;
and if the bricks are all of one colour, such as
Suffolk whites, best reds, or malms, it is much
better not to do so.
But if, on the contrary, the bricks are inferior,
they cannot bo brought to a uniform colour
without it.
The putty-joint in all tuck-pointing ought not
to exceed a quarter of an inch in thickness.
Arches of all kinds, except those that are gauged,
are pointed in the same way as plain brickwork,
but the joint ought to be smaller.
Old Brickwork. — ^Vhen this is repointed all the
old mortar must be raked out of the joints. The
whole front is then well rubbed with pieces of
brick to clean off the grease and dirt, and well
swept down with a hard broom perfectly clean, so
that the colour may enter the face of the brick,
and after this, it is given two coats of red colour
or green copperas as the case may be, taking care
that the first coat is dry before the second is laid
on, also that both are dry before it is stopped in.
5i BRICKLAYING.
The stopping in old work is generally smoothed
down level with the face of the bricks with the
trowel, and not rubbed in the way that new work
usually is ; for very often it is stopped with brown
or black stopping, if it is stockwork, and, of course,
it would never do to rub it.
Flat-Joint Pointing. — This is of three kinds. The
first is laid on with the trowel and cut ofi" at the
top only with the Frenchman, to give the joint
the appearance of having been struck when tlie
bricks were laid. The second kind is cut off top
and bottom, and is sometimes called " half-tuck."
And the third is simply done by filling up each
joint flush with the brick ; then rub it over with
a stock-brush or a piece of sacking, and next run
a line in the centre with a jointer or anything
that will mark it. Inside work which is to be
whitewashed or coloured is the only work which
is done with this kind of pointing. "Washed sand
and lime made into a stiff mortar is the only
pointing material required for flat-joint pointing,
but the darker the sand the better, and in this
case, as in all kinds of pointing, the work should
be kept well damped, for upon this depends the
soundness of the pointing.
PAVING, TILING, USE OF MATERIALS, ETC. 55
SECTION lY.
PAVING, TILING, USE OF LIATERIALS, Etc.
Paving.
Brick-paving. — This kind of flooring is less used
in London than it is in the country, as it is often
the practice to lay the floors of dwelling-houses
in many parts with this material ; but this is
seldom done in the metropolis, unless it is the
cellar floors, and these are usually done with the
stockbricks ; good paviours and Dutch clinkers
being used only for stables, coach-houses, &c.
These are laid in various ways, such as brick-flat,
brick-on-edge, and sometimes it is herringboned.
Plain Paving is that which is laid in parallel
courses. This needs no explanation further than
r
3
V
-
1
xXxxxyxxX/
^
r
)
A
Fig. »4.
that which will be given in connection with the
other kinds. But herringbone paving. Fig. 34,
will be found much more difficult, both in setting
out and also after it is set out, in the working.
66 BR1CK.LAY1-NG.
The first thing that must be done is to get the
floor-line, at any point such as a, and, if necessary,
drive a stake into the ground as a starting-point
to take the levels from. From this point level to
each corner of the room, taking care to reverse the
level every length, for very often the level is not
correct, and the work is thereby thrown out. But
if this is done it cannot happen. After the levels
are taken, the ground must be dug out deep
enough to receive the brick and its bed below the
level line; if this is hrkh-Hat, 3 inches will be
enough, but if on edge, it will take 5 inches ; then
with a pair of lines lay a temporary course of
brick, as shown from d to c and from a to b, and
the line is drawn to these courses to keep the work
level on the surface and also to show if the points
of the herringbone are correct, as shown by the
line E F. Iso bricks ought to be cut against the
straight temporary courses, but leave them as a
toothing to be filled up afterwards. All diagonal
joints should cut in a line, in the same way as
those explained in Figs. 7 and 8, and those figures
will serve for a guide for hruk-on-edge paving,
Fig. 34 representing hrich-Ji<it only. But the
straight temporary courses are laid for all sorts of
brick paving.
2'ih -paving is very much in practice, both plain
and ornamental, notwithstandiag the great quan-
tities of asphalte Portland cement and York
paving used. These tiles vary in thickness from
two inches to three-eighths of an inch. Plain
tiling is generally done with tiles, 12, 9, and
PAAHNG, TILING, USE OF MATERIALS, ETC. 57
G inches square ; aud these are laid in parallel
courses with one side of the room, yard, or surface
that requires paving. Should the tiles be of dif-
ferent colours, it is usual to lay them diagonally,
80 that the different colours form diamonds. The
methods of executing this kind of paving are
much the same as the others. But for very
thin or ornamental tiling the whole surface is
*' screeded " perfectly level with Portland cement
mixed with sand ; and when sufficiently hard, the
tdes are laid with a thin bed of pure cement,
according to a design ; by frequently applying the
straight-edge, the work will be brought to a
uniform surface.
Tiling.
Roofing-tiles. — These are of two kinds, plain
tiles, which are quite flat, with two holes near the
head of the tile, through which oak pins are
placed, aud by this means the tiles are laid or
hung to the laths of the roof; and pantiles, which
are much larger. These are hollow, or curve-
shaped, and are hung on the laths with a project-
ing ear, which is called the nob of the tile ; and
each course overlaps the previous one with a roll.
This tiling is done much better in the country
than in London, owing, in a great measure, to
the tiles being made with greater care, and better
shaped. If this work is properly gauged, the
courses ought to fit perfectly close one to the
other, so as to prevent the wind getting under
them and lifting them off.
u3
58 BRICKLAYING.
In preparing the roof for tiling, it is necessary
to lath it with inch laths. These are called pan-
iiJe Mhs. To do this, each outside rafter (that is,
the rafter that is nearest to each gable) should be
gauged out according to the gauge of the tiles.
This is done from the eaves to the ridge, taking
care to allow for the eaves projecting over the wall-
plates, so as to carry off the water. This is easily
ascertained by fitting a tile on to the eaves before
gauging the roof. Nails are then temporarily
driven into the rafter at each length of the gauge,
and to these nails a line is drawn, as a guide line
for lathing the roof.
Where these tiles are used for dwelling houses,
each space between the pantile laths is covered
with small laths, and these are covered with a
bed of mortar, to answer for a bed for the tile,
and also to keep out the wind ; but in common
tiling this is not done, as pointing the tiles inside
answers much the same purpose. The roof ought
to be gauged out lengthways also, the width
of each course, so as to finish exactly even courses
at the gable. For not unfrequently we see roofs
covered at random, and finished with a broken or
cut course against the gable, and this will
generally be found to be the first place where the
water penetrates through, thereby causing a great
deal of injury to the roof, ceilings, &c.
Plmn Tiling is worked much in the same way;
but of course the gauge is less. They are some-
times hung with two little nobs instead of pins.
In plain tiling, the roof needs only to be gauged
PAVING, TILING, USE OF MATERIALS, ETC. 59
from the eaves to the ridge ; the guide length-
ways is simply to keep the second course half
bond on the first, and so on throughout the roof.
The setting of ridge-tiles needs no explanation,
as it is only necessary to keep them level and
straight along the ridge-tree ; the difierent gauges
will be given further on.
It is the practice in buildings of any import-
ance to construct fireproof floors, and this is
Fig.es.
sometimes done by turning brick arches upon
wrought iron girders as shown in Fig. 35. But
of late years it has been found that plain tiles
will answer this purpose equally as well as bricks,
without the disadvantage of being so heavy. Not
only that, but the depth of the girder can be
greatly reduced, for often where a 6-inch girder
would be required for brick arches, those 3 inches
in depth would do for tiles, so saving the 3 inches
in the thickness of the flooring. And not only
fireproof floors, but many flat roofs have been
covered with two or three courses of tiles, either
Fig. 36.
laid flat upon the girders, as shown in Fig. 36,
or arched as Fig. 35 ; but by all means let them
break joint. The tiles should be well wetted,
and the finer the sand used with the cement for
60 BRrCKiAYINQ.
bedding them the better. This construction of
floors, &c., although appearing very slight, will
carry an immense weight, if the cement used is of
good quality.
Scaffolding.
One of the principal things necessary to the
carrying out of a building is the scaflolding,
and great care ought to be taken in selecting
the men that are to do it, for upon their
care and foresight often depends the lives of the
other men engaged on the work. Scaffold-
ing in general use for brickwork consists of
standards, ledgers, putlogs, and boards. The
standards and ledgers are of fir, and of various
lengths up to 50 feet, and are about 7 inches
diameter at the butt end. Foreign poles are
much better adapted for scaffolding than English,
on account of their freedom from knots, and
their being thinner according to the length.
Putlogs are usually made of birch 4 inches square
by 6 feet in length. Cords and wedges are used
to fasten the standards, ledgers, and putlogs in
their proper places. Standards are placed up-
right about 5 feet from the wall and 10 feet
apart throughout the length of the building.
The ledgers are tied up horizontally to the
standards to support the putlogs; these are
placed crossways with one end resting on the
ledger, and the other in the wall, and upon these
putlogs the boards are laid to complete the
scaffold ; the latter are of diflerent lengths up to
I'AVING, TILING, USE OF MATERIALS, ETC. 61
14 or] 6 feet; in no case should scaffolding be
used if it is rotten, or likely to break ; it some-
limes happens that the butts are decayed a little
and the other parts of the pole perfectly sound ;
in this case it is best to cut off the bad part.
The standards should be let into the ground about
two feet, and the earth firmly rammed round
them, to keep them upright ; and where the soil
is soft, pieces of brick or stones should first be
rammed in the bottom of the hole, to keep the
pole from settling down when the scaffold is
loaded ; for should the poles sink the putlogs will
act as levers and overturn the wall.
When one length of poles is not sufficient, two
are lashed together, top and butt, and diagonal
braces are then fixed, to prevent the scaffold from
moving in auy way.
Relieving Arches.
All openings in walls for doorways, windows,
&c., where wood lintels are used as attachments
for internal fittings, should be arched over with
relieving arches throughout the whole thickness
of the wall. And the springing of such arches
ought always to be beyond the end of the lintel.
If beams of any kind or joists are to be built into
the walls, it is best to leave recesses for the timber,
so that the brickwork is not built upon it, as it is
liable to lead to settlements, and frequently the
cause of the fronts of houses being bulged out just
where the joist runs into the inside of the wall.
When iron girders enter brick walls to support
62 BRICKLAYING.
fireproof floors, iron bressummers (to support the
other \^ork over shop fronts, &c.), York stone
templates are bedded in the wall for the ends of
the girders to rest upon, so as to distribute the
weight over as large a bearing-area as possible.
Bakers' Ovens.
To construct a baker's oven to heat with coals :
the size of the base having been arranged, it should
be carried up to the height of the furnace door,
and the ashpit left according to the width of the
door and the length of the furnace-bars, allowing
for the door being set 4^ inches from the face of
the brickwork. Let the frame and door be about
a foot square, like the fumace-door of a copper, and
the bars about 20 inches long, and level with the
bottom of the oven and of the door. Let the flue
be about 16 inches square, for the fire to shoot into
the oven from the shoulder where the furnace is
straight across to the opposite angle of the OTen,
and by the fire catching the crown in its course
it will spread all round. Let a register be fixed
in the flue, aud the copper five or six inches above
the furnace, not so as to get too hot, for it is
usually tcarm water only that is required in a
bakehouse. A register should be fixed within a
little of where the flue enters the oven, and rise
slanting ; which, being stopped when the oven is
hot enough, leads into the chimney flue. The
general rise of the crown above the floor is from
18 to 20 inches. Sometimes the oven is con-
structed without the copper. And perhaps it is
PAVING, TILING, USE OF MATERIALS, ETC. 63
the best plan ; for it is certain the two will act
better apart than they do together ; but of course
the latter is a little the cheapest as regards fuel.
But in building ovens, as well as many other
things, the work is done according to the situa-
tion and the owner's convenience. At all events,
the side walls, from which the crown of the oven
springs, ought not to be less than 2|^ bricks thick,
and the crown sj)ringing from about 9 inches
above the floor. The angles should all intersect,
and all be laid with as close joint as possible.
When the oven is " domed," spread some sand
on the top, so that when the work gets dry the
sand may fill up any cracks.
Smoky Chimneys.
The causes of these are so various, that it is
impossible to lay down any general rule as a cure.
But perhaps the following remarks may be found
useful : —
The evil is generally in the construction. The
flues are often too large or too small, or
otherwise the chimney-shaft is not carried up
high enough to prevent the wind from blowing
over the roofs adjoining, and so the smoke is
prevented from rising. And again, it is not
unfrequently we see pots placed upon the chimneys
of a house all of a uniform size and shape. It
matters not whether the flue leads from a draw-
ing-room fire or a kitchen, while perhaps the
latter produces nearly double the smoke of the
former ; the result is, the kitchen chimnej
64 BRICKLAYING.
smokes, owing to tlie flue being cramped up at
the top. Another cause of kitchen chimneys
smoking, is when other flues are connected with
them ; lor instance, when cooking apparatus is
fixed in a kitchen, it is thought well to connect the
flue with the flue from the kitchen-rano-e : and this
is usually done about 2 or 3 feet above the fire-
place. This may answer very well if the two are
always in use at the same time. But, should the
kitchen fire alone be required, it is very likely
the cold air from the flue of the apparatus will
enter straight into the kitchen-flue, just at the
entrauce of the shaft, and prevent the smoke from
rising.
The author has proved the whole of these evils,
and therefore knows them to exist.
No chimney-flue of a dweUiug-house ought to
be less than 9 inches by 14 ; and the kitchen flue
ought to be 14 inches square throughout the
entire length of the chimney.
The shaft ought to be carried up above the
highest part of the roof; and if chimney-pots
are used, they ought to be all of one height, and
the area of the end of the pot equal the top of the
fine. In building the flues, turn them first one
way and then the other, so as to prevent the rain
Irom falling down the chimney, and also to give
it a sharper draught. But care must be taken
that the flues have the same tt£K)m for the smok&
PAVING, TILING, USE OF MATERIALS. ETC. 65
To Proportio:n "Windows to Rooms.
To give the proper light, neither too much nor
too little, multiply the length of the room by the
breadth, and that product by the height, and out
of this extract the square root, which root will be
the space to give the proper light for the room,
and may be divided into as many windows as the
room will allow.
Suppose the room to be 22 feet long by 18 feet
wide, the product will be 396, and multiplied by
the height, 11 feet, the product will be 4,356,
whose square root is 66, which will be the area
of light space of the room, and may be divided
iuto 3 windows of 22 feet each. This is thought
to be the best rule for the purpose.
Materials, their Use, etc.
A rod of brickwork laid 4 courses to 11|
inches requires 4,530 stock bricks.
A rod of brickwork laid 4 courses to the foot,
4,350 bricks.
N.B. — 420 stocks weigh about 1 ton, and 460
go to a cubic yard. Sometimes the number of
bricks to a rod of brickwork will be 4,500 allow-
ing for waste, and the amount of lime and sand to
equal the above would be about 22 bushels of the
former to 77 of the latter.
But, of course, this is beyond what it really
takes for ordinary buildings ; but some require a
great deal more cutting, and so a greater quantity
G6 BRICKLAYING.
of bricks are spoiled. For dwelling-houses, &c.,
4,300 to a rod is sufficient.
If laid dr}', 5,370 bricks to tke rod.
And in wells and circular cesspools, 4,900.
Should there be any odd feet in the calculations
for buildings in general, it is usual to reckon 16
bricks to the foot standard thickness.
A rod of brickwork, laid 4 courses to the foot,
contains 235 cubic feet of bricks and 71 cubic feet
of mortar, and weighs about 14| tons ; but, of
course, this depends upon the bricks, whether
they are wet or dry.
A rod of brickwork measures 16^ feet square,
1| bricks thick (which is called the reduced or
standard thickness), or 272 feet 3 inches super-
ficial; or 306 cubic feet, or II5 cubic yards.
These are the measurements in general use. But
sometimes 18 feet are allowed to the rod, that is,
324 square feet ; and also the rod of 21 feet long
and 3 feet high, that is 63 square feet. In this
case no regard is paid to the thickness of the wall
in measuring. But the price is regulated accord-
ing to the thickness.
Nevertheless, all calculations in this little work
will be to the rod of 272 feet 3 inches.
A rod of brickwork requires 1^ cubic yards of
chalk lime and 3 single loads of sand, or one
cubic yard of grey lime and 3| loads of sand, or
24 bushels of Portland cement and 48 bushels of
sharp sand.
A cubic yard of mortar requires 7 bushels of
grey lime and 23 bushels of sand.
PAVING, TILING, USE OF MATERIALS, 1-TC. 67
Lime and sand and also cement and sand lose
one-third of their bulk when made up into
mortar ; therefore the proportion of mortar or
cement when made up is to the lime and sand
or cement and sand, as when dry, 2 to 3.
Lime or cement and sand to make mortar require
as much water as equals one- third of their bulk.
A standard yard of brickwork laid 4 courses to
the foot, requires f bushel of cement and I5
bushel of sand and 150 bricks.
One barrel of cement, containing 5 bushels,
cask included, weighs about 3f hundreds.
A yard of 9-inch wall requires ^ bushel
of cement, 1 bushel of sand, and 100 stock
bricks.
4|-inch facing requires 7 bricks per superficial
foot.
45-inch gauged-work requires 10 bricks per
superficial foot.
Brick noggin g per yard superficial requires
30 bricks on edge, or 47 laid flat.
30 hods of mortar equal one load.
A measure of lime is 27 cubic feet, and contains
21 striked bushels.
27 cubic feet, or one cubic yard, is called
a single load ; and two cubic yards a double
load.
A hundred of lime is 25 bushels.
The weight of a bushel of well-burnt chalk
lime is from 36 to 38 lbs. ; and grey stone lime
from 46 to 59 lbs.
Paving with bricks or tiles requires 1 yard of
68
BRICKLAYING.
sand to every 12 yards, or if laid and grouted in
with mortar, 1| bushels of lime and 4 bushels of
sand to 12 yards.
Stock brick, flat paving, requires 36 per yard super.
„ ou edge
52
ji
Paving bricks, laid flat
36
n
„ on edge
Dutch clinkers, laid iiat
82
70
»
>9
„ on edge
12- inch paving tiles
lO-iiich „
6-inch „
140
9
13
36
1»
Tiling.
Description.
With pantiles . .
Gaupe in
inches.
. 12 .
Number required
persqiuixe.
. 150
99 • •
. 11
. 160
. 10
. ISO
With plain tiles .
»
. 4
. 3
. 3
\'-
. 600
. 700
. 800
N.B. — These figures are quite near enough as regards quan-
tities ; but as a rule the tiles are tried before the roof is laihed,
to find the correct gauge, as they are of various shapes and sizes.
A square of pan tiling requires 2 bundles of 5 ft.
laths, and 1,000 of sixpenny nails, if small lathed.
A square of plain tiling requires about 1 bundle
of oak laths, 5 score to the bundle, 5 feet long — if
4 feet long there is 6 score, and if 3 feet long,
8 score, to the bundle; 450 nails ; 3 hods of mortar,
or lime and hair ; and, if the tiles are hung with
pins, between half a peck and a peck will be
required ; oak j^ins are those usually used.
All pantiling is executed by working from the
eaves to the ridge each course, and from the
right-hand end of the roof to the left. But plain
tiles are hung in horizontal courses the whole
length of the roof from right to left.
Flat plain tiling for floors, flat roofs, &c., if
PAVING, TILING, USE OF MATERIALS, ETC. 6P
two courses thick, 420 tiles, 3 bushels of Portland
cement, and 6 bushels of sharp washed sand for a
square superficial; and 210 tiles, 1| bushels of
cement, and 3 bushels of sand for every extra
course.
A measure, yard, or load, of lime, sand, or earth
is 27 cubic feet or 21 striked bushels.
A chaldron is 41 cubic feet, and contains
32 bushels.
A labourer's hod measures 1 foot 4 inches by
9 inches by 9, and will hold 14 bricks, or three-
quarters of a cubic foot of mortar or cement.
The following is a table of sizes and weights of
various articles used by the bricklayer : —
Description.
Length.
Breadth.
Thick-
ness.
Weight.
ft.
in.
ft.
in.
ft.
in.
lbs. 0Z8.
Siock bricks, each . .
0
9
0
H
0
H
0 4
Paving „ „ . .
0
9
0
H
0
H
4 0
Dutch clinkers, each .
0
ll|
0
3
0
n
1 8
r2-in. paving tiles, each
0
0
111
0
H
13 0
10-in. „ „
0
H
0
H
0
H
9 0
9-in. „ ,,
0
H
0
H
0
H
7 5
Pantiles, each . . .
1
2|
0
H
0
Of
5 4
Plain tiles, each . . .
0
11
0
6i
0
H
2 5
Pantile laths per 10 ft. ^
bundle j
120
0
0
H
0
1
4 6
Ditto per 12 ft. bundle
144
0
0
H
0
1
0 0
(N.B. — A bundle con-
tains 12 laths.)
Plain tile laths per )
bundle |
500
0
0
1
0
H
0 12
(30 bundles 1 load.)
A square of pantiling requires 1 bundle of
pantile laths 12 feet long, and 144 2- inch nails.
70 BRICKLAYING.
SECTION V.
SLATER AND TLASTEEER'S WORK.
Ix many parts of the country the slater's business,
&c., is done by the bricklayer. And where such is
the case, all materials for shelves, cisterns, baths,
lavatories, &c., are worked by the stone mason ;
for, as a rule, there is not suflBcient work in small
towns to keep a slater exclusively for that busi-
ness, and in many country towns and villages
slates are not used for anything but the covering
of roofs. As a general rule, all men in the build-
ing trade understand what tools the slater uses,
and also what they are used for ; therefore it is
quite unnecessary to describe them.
It is best in all cases, if possible, that the quan-
tity of slates required for the roof should be
brought to the building before the slater begins
to woi'k ; then he will see the whole of them, and
sort them out accordingly : this is done by divid-
ing the slates into three thicknesses, — these are
thicks, middlings, and thins ; this is done so that
the thickest slates should be at the bottom, the
middling ones next, and the thinnest nearest the
ridge ; it is also essential to the soundness as well
as the appearance of slating. After this they are
all dressed to one size, and the edges trimmed
perfectlj'' straight, gauged, and the holes made.
The upper surface of a slate is called its back ;
the under surface the bed; the top edge the head;
SLATER AND PLASTEREIl's WORIi.
71
and the bottom the tail ; that part of the slate
which is exposed to view when hung, the " mar-
gin " of the course ; and the width of the margin
is the gauge ; the " lap " is that distance by
which the tail of the third course overlaps the
head of the first, as shown in Fig, 37. In some
Fig.37.
cases the slate Is fastened with the nails driven as
near the head as possible ; but it will be found
much better, both for the soundness and also
appearance, if the nails for the second course are
driven in just above the head of the first, because
if the slate is fastened with the nails near the
middle, it is evident the wind cannot have the
leverage that it would if it were fastened at the
head. The gauge of all kinds of slates used for
covering roof will be equal to half the distance
from the tail to the head, less the lap. For
instance, suppose the lap to be 2 inches, and a
countess slate 20 inches from tail to head, first
deduct 2 inches, the lap, from 20 inches, the length,
of the slate, this leaves 18 inches ; half 18 inches
is therefore the gauge of a countess slate with a
2-inch lap.
72 BRICKLAYING.
After the slates are gauged, perhaps it would
be best to lay one of them on the roof at the
eaves, letting it project over for the drip, according
to arrangement — this is generally about 3 inches ;
and by so doing it will easily be seen where the
first lath should be nailed on the rafters, and from
the top of the first lath to the top of the second,
and so on, is the gauge. The first lath at the
eaves ought to be a little thicker than the others,
80 as to give the first course of slates its springing ;
and the ends of the lath, at the gables, ought also
to be raised up about three-eighths of an inch to
throw the water off; if not, it will frequently soak
between the cement fillets or under the lead
flushing and so enter the roof.
All slating laths should be from two to three
inches wide and five-eighths of an inch thick.
The nails used should be either copper or zinc.
Iron nails are sometimes used, but they are very
liable to rust, and so after a short time become of
no use. All slates ought to be fastened with two
nails. Doubles and Ladies are sometimes fastened
with only one, on account of their smallness, but
it is inferior work.
The TVelsh slates are generally considered the
best, and are of a light sky-blue colour. West-
moreland slates are of a greenish hue. It fre-
quently happens, when roofs are covered with
these slates, that the slater has to deal with those
of various sizes, and of course this requires more
skill, for he not only has to arrange them so that
they shall break joint one with another, but the
SLATER AND PLASTERETl S WORK.
73
latliiDg must also be gauged accordingly. In
this case the largest and thickest slates are hung
at the bottom, and the smallest and thinnest at
the top, nearest the ridge ; and a great deal of
care must be taken in trimming and sorting
them.
The gauge is taken in the same way as other
kinds of slating, that is, according to the length.
The following is a table of sizes and gauges of
roofing slates : —
Size.
Gauge
Weight
Number per
Squaie.
Names.
m
Inclies.
per
Squaie.
Len^h.
Breadth
Slates.
Nails.
ft. in.
ft. in.
lbs.
Doubles . .
1 1
0 6
5h
672
480
9G0
Ladies . . .
1 4
0 8
7
886
300
600
Countesses
1 8
0 10
8^
6o7
180
300
Duchesses, .
2 0
1 0
Wh
712
130
2G0
EagSjQunens "i
and West- |
morelands, 1-
A square of these we
ighs abo
ut half a ton.
of various 1
sizes . . J
Thr methods of hanging slates vary according
to the different situations and also the slates that
are used. But in all plain work it is best, if pos-
sible, to strain a line for the eaves* course, and so
fix the slates to it ; also, to run each course hori-
zontally throughout the length of the roof. This
is done by gauging the margin of the course at
each end upon the first course, and straining a
chalked line from end to end, so making a mark
E
74 BRICKLAYING,
for a guide to get the second course perfectly
straight and parallel with the first.
^yhen the roof is slated as high up as it is pos-
sible to reach from the eavt-.s, a scafibld is erected.
This is sometimes done with a scaffold-pole, or a
piece of quartering being hung from the ridge-
tree with scaffold-cords. But it is much better to
make it with hano'ing trestles in the form of an
equal-sided triangle, with an iron hook at the
top, so as to fasten it to the ridge with cords ;
after which scaffold-boards are laid upon them.
This will be a much more convenient scaffold
than the previous one, and is easily raised or
lowered as required. For all hips and valleys it
is usual to fix the trimming-block to one of the
rafters or somewhere convenient, so that each slate
can be cut according to the shape required with-
out the necessity of going off the roof.
It is sometimes thought best to point slating
inside with lime and hair ; but, certainly, if the
slating is properly executed, this is unnecessary ;
and if it is to keep out the little wind that would
otherwise pass between them one would think they
would be belter without it, for we all know how
very hot buildings that are slated usually are,
particularly in summer time.
Plasterer.
The business of the plasterer chiefly consists in
covering walls, ceilings, brick or wood partitions,
floors, &c., with cements, limes, and plaster, in
order to bring them to a uniform surface to re-
SLATER AND PLASTERERS WORK. iO
ceive the painting, paper-hanging, or distemper-
ing. This part is usually done by the bricklayer
in small towns and villages, but in London it
forms a separate trade. But the decorative por-
tions of the finishing of buildings, such as run-
ning cornices, mouldings, making and fixing
centre flowers, &c., is almost exclusively done by
the plasterer. All internal plastering, as a rule,
is done with chalk lime, hair, plaster of Paris,
and Keen's and Martin's cements. The following
are the different methods of mixing them : —
Li))ie and Hair, or Coarse Stuff. — For this pur-
pose the sand should be clean, sharp, and screened.
Then form a pan to receive the lime. This is
slacked in a tub, and sufiicient water is afterwards
added to bring it to the consistence of cream, and
is then run through a fine oieve into the pan
formed with the sand. After a sufficient quantity
is run out to carry the sand, the hair is thrown
into the lime, and thoroughly raked about with a
two-pronged rake, so as to part the hair and mix
it well with the mortar ; but it would be better
to run the lime into putty, as for fine stuff, and
when cold mix the hair with it ; this will not be
so apt to rot the hair, and so add to the stability
of the work
For this purpose bullocks' hair is generally
used, and this should be well beaten with small
laths, or else laid in water a day or two before it
is mixed with the lime. The whole is then
mixed, and allowed to lie for a short time.
Fine Stuff', or Putty, is made of pure lime, and
76 BRICKLAYING.
is mixed in the same way as lime used for coarse
stuff; but instead of running it into a pan of
sand, this is run into a " putty bin," built with
bricks according to the size required, and allowed
to remain there until the evaporation of the water
has brought it to a proper thickness for use : if
the water rise to the top, it can be drawn off if
required, and the putty will get dry the sooner.
For lime stucco the sand is mixed with the
putty according to the quantity required. This
stucco, when left for painting, is left smooth from
the trowel. AVhen plaster of Paris is to be used
for the purpose of setting either coarse or fine
stuff, the mortar or putty is made into a little
pan in the banker. The water is poured in, and
afterwards the plaster, so that the latter is well
soaked before it is rais:"! with the mortar. This
is called gauged stuff, and is used for running
cornices, mouldings, and in fact all kinds of work
which ought to be finished by one operation.
The various cements and other compositions
made use of by the plasterer are very numerous ;
but those principally used for inside decorations,
are Keen's, Martin's, and Parian cements ; these
are well adapted for plastering where hardness
and beautiful finish are required ; Keen's
cement is used for skirtings, dados, angle beads,
&c., because of its extreme hardness.
Portland, Roman, and lias cements are those
generally in use for all external plastering ; and
as regards quality and cheapness, Portland ia
decidedly the best.
SLATER AXD PLASTERERS "WORK. it
All enrichments, such as flowers or fruit
cornices, centre flowers, &c., are first moulded in
clay and afterwards cast in plaster of Paris, or
made oi papier-mache.
The Operations of Plastering. — Almost the first
thing the plasterer does is the lathing, so he
can get all the woodwork rendered first, as this
takes longer to dry than the brickwork. And
for this purpose he uses single, one and a half, and
double laths. These names denote the different
thicknesses. The laths are generally of fir.
Care ought to be taken that the thickest laths are
used for the ceilings, on account of there being a
greater strain when in an horizontal position than
when upright. The first coat of plastering of
coarse stufi" upon the laths of ceilings is called
pricking tip, and is used very stifi", to prevent its
dropping ofi" again.
But the first coat on walls is the rendering; the
second the screeding, or floating, from its being
brought to a level surface with the screeding rule
and hand-float ; and the third or last is called
the setting ov fining ojf.
The first coat is laid on rough, and afterwards
scratched with a piece of lath, to form a key for
the second coat. The operation of floating walls
is perform* d by fixing upright stripes of plastering
about 6 or 8 inches wide, and about 6 feet apart,
if only one man is to work upon them ; these
form the screeds : and the method of obtaining
them is by setting small pieces of plaster at each
angle of the wall that is to be plastered. These
78 BRICKLAYING.
are called " dots," and the dot nearest the ceiling
should be plumb with that nearest the floor ;
after this a line is drawn along the ceiling from
one to the other, and the intermediate ones fixed
to it. Then repeat the operation with those dots
nearest the floor ; these ought to be gauged with
a little plaster of Paris, so as to make them set
quicker ; the screeds maj^ then be filled up, and
floated level with these dots. The bays formed by
the screeds may then be plastered with coarse
stuS!, and floated perfectly level with the floating
rule. The second coating of ceilings is performed
in the same way, only one is upright and the
other is level.
In two-coat work the rendering and screeding
are performed at one time upon brickwork. After
the work has been brought to a level surface with
the floating-rule, should there be any deficiencies
caused by stones or knots of hair, they are made
good with the hand-float.
Sometimes it is thought best to either sweep
the floated work, or else put a nail through the
float, so as to project a little on the face of it, and
then rub it over the work, and so give it a key
for the fine stufl". The floating should be allowed
to get hard, but not too dry, before the fine stuff
is laid on ; at all events, unless the wall is in a
damp situation, it ought to be sprinkled with
water from the stock-brush. Fine stuff is some-
times laid on with the lajang-on trowel, and
sometimes with the hand- float, at all events the
latter is used to bring: the fine stuff to a rejrular
SLATER AND PLASTETIEr's W(>RK. 79
surface before it is trowelled off. This is done by
well rubbing it, either with the laying-on oi
gauging trowel, alternately wetting it with thfe
stock-brush until a fine and smooth surface is
obtained. Stucco, which is left smooth on the
face, and gauge stuff, are treated in the same way.
All work left from the trowel ought to be watched
for a day or two, and if any small cracks are seen,
they ought to be well wetted and trowelled over ;
but these are seldom seen in stucco work, the sand
preventing this to a great extent.
Rough Stucco is sometimes used for halls, stair-
cases, passages, &c. ; this is left from the float,
und sometimes a little extra sand is put with the
finishing coat ; but in other respects it is
executed in the same way as smooth stucco.
Laid Work. — This is simply a coat of coarse
stuff laid upon brickwork, or lathing, to receive
limewhiting or colouring, and is often done in
cellars, outhouses, &c., where a better kind of
plastering is thought unnecessary. If cellar
ceilings are covered with this rough plastering,
it prevents the wind from passing through the.
floor-boards to the rooms above, which is often
very uncomfortable. But of late years it has
become the practice to mnke the floors fireproof
as well as airproof ; and this is sometimes done
by "pugging," that is, lining the spaces between
the floor-joist with concrete two or three inches
thick ; and to receive this, fillets are nailed on
each side of the joists, and a rough boarding iq
laid upon them.
80 BRICKLAYING.
Portland cement is used by the plasterer to a
great extent for making floors, and there is little
doubt of its answering that purpose if it is laid
sufficiently thick, and the materials are gauged
in a proper manner. For this purpose (as well as
all others) the cement ought to be gauged with
sharp sand, free from clay, in equal quantities,
both for the first coat and also for the second j for
if the first coat is gauged with a greater quantity
of sand than the second, they will not bind
together ; besides pure cement swells more in
setting than cement and sand does when mixed
up together ; therefore if the finishing coat is
made finer than the first, it will be very liable to
blister, and so destroy the floor. The sand for
the last coat ought to be well washed, and the
two coats need not exceed an inch in thickness.
In many parts of England, where there are plaster
mills in the vicinity, it is usual to lay floors of
that material. But this plaster is of a much
rougher kind than that which is generally used ;
in fact it is a sort of dross from the mills. These
floors arc laid about 2 inches or 25 inches in
thickness, and finished at one operation. A
plaster floor of "Welsh lime is thought to be
equally as good as grey plaster, and can be done
for one-third less.
In some of the eastern counties the fronts of
houses are plastei'cd with a rough stucco, and
while it is damp well dashed with small stones ;
this answers very well for renewing old fronts,
where they have previously been plastered, for by
SLATER AND PLASTERER's WORK. 81
pulling off the old mortar, and replastering and
dashing it, the front will be well repaired and
still retain its original appearance.
Plastering may be summed up as follows : —
The commonest kind of work consists of only one
coat, this is called rendering on. brickwork, and
laying, if on laths ; when a second coat is added ,
it becomes two-coat woi'k, as render set, or lath hy
and set ; and when the work is floated, it is three-
coat work, and is laf/i lay float and set for ceilings
and partitions, and render float and set for brick-
work.
The following remarks may be found useful : —
100 yards of lathing require 20 bundles of
laths and 7,600 nails.
' 100 yards of rendering, or laying, 20 bushels of
chalk lime, 40 bushels of sand, and 3 bushels of
hair,
100 yards of floating requires about half as
much as rendering.
And setting requires 10 bushels of lime, 2
bushels of white hair and a little sand if
required.
Bender set requires per 100 yards, 30 bushels
of lime, 42 bushels of sand, and 5 bushels of
hair.
Render float and set, 40 bushels of lime, G2
bushels of sand, and 7 bushels of hair, to 100
yards.
A bushel and a half of Portland cement will
plaster two yards superficial three-quarters of an
inch thick.
e3
82 rrickjatixg-
Artificial Stoxe.
The following may be found very useful, both
on account of its cheapness, simplicity, and
durability : —
Take 7 parts of coke dust, screened through a
quarter bar screen, to 1 part of Portland cement,
for all kinds of ornamental purposes, such as small
columns, capitals, balustrades, mouldings for
cornices, chimney-pieces, &c. But for pavement,
steps, window-sills, hearth-stones, or any rougher
kind of work, o parts of coke dust, and 3 parts of
any hard substance, such as burnt earth, broken
brick, &c. ; but these also should be screened
before they are mixed with the cement. Moulds
are then made of wood, or in some cases iron, to
the shape required, care being taken that they are
a little smaller at the bottom than they are at the
top, so that the moulded work shall turn out of
the mould freely when set ; the moulds should be
well greased first, and a little pure cement mixed
up very thin thrown into them ; the cement and
coke dust, or cement, coke dust, and broken bricks,
are then mixed with water to form a sort of con-
crete, and gently put into the moulds ; if this is
done properly the soft, pure cement will flow all
round the inside of the mould, and so give a
facing to the coarser stuflf; the top is finished ofi"
level with the mould with the trowel. This work
should be left until it is perfectly hard, which will
take two or three days. There is one fault attached
to this composition, that ie, when it is used for
SLATER AND PLASTER EIl's WORK. 83
steps, stair-cases, or pavement, it is liable to get
very smooth and slippery ; but in otber respects it
answers very well.
Distempering of Ceilings, Walis, Etc.
For this purpose the work should be well washed
with clean water and scraped with the trowel, so
as to thoroughly clean off all old whitening. Of
course, if the walls and ceilings are new they do
not require this. After they are dry they should
be clear-cokd, that is, sized over with clear size,
taking care in melting the size that it does not
boil, but only heated sufficient to melt it. If glue is
used instead of size, put 1| pints of water to each
pound of glue. When this is done, the work is
ready to receive the whitewash. To mix this,
break the whitening into a vessel containing suffi-
cient water to cover it, and let it soak well, and
if any water remains on the top, pour it off, and
mix the size with the whitening, which will be
about 4 lbs. to the ball, more or less as required ;
and strain a little blue-black or ultramarine blue
into the vessel containing them, and w^ell mix the
whole together. This mixing is usually done the
day before the whitening is required for use;
then the size will get set, and by stirring well
before using it, the whole will work up into a
jelly. Should there be any water stains in the
ceilings, they should be well washed with strong
soft soap and water, and if this fail, paint them
previous to white-washing the ceiling. All work
ou^ht to receive two coats.
84 BRICKLAYING.
SECTION YI.
PRACTICAL GEOMETRY AND MENSURATION.
The problems here given are those only which
it is absolutely necessary for the bricklayer to
understand before he can be considered a pro-
ficient tradesinan.
1. A solid is a figure, or a body having three
dimensions, viz., length, breadth, and thickness.
The boundaries of a solid are surfices or super-
ficies.
2. A superficies, or surfice, has length and
breadth only ; the boundaries of a surfice are lines.
3. A line is length without breadth, and is
formed by the motion of a point. The extremities
of a line are points.
5. A point is that which has no parts or
magnitude; it is indivisible; it has no length,
breadth, nor thickness.
6. When a straight lino, b d, standing on
another, a C, makes the
angle i) b a equal to the
angle d b c, each of these
angles is called a right
angle ; the measure of the
angle d b a is 90 degrees,
or the fourth part of 3G0
degrees.
7. An acute angle is less than a right angle, as
D B O.
PRACTICAL GEOMETRY AND MENSURATION. 85
8. An obtiis. angle is greater than aright angle,
as c B o.
9. A plane triangle is the space in-
closed by three straight lines, and has
three angles, as b.
10. A right-angled triangle is
that which has one of its angles
right as A B c ; the side a c opposite
the right angle is called the hypo-
thenuse, the side b c the perpen-
dicular, and b a the base.
11. An obtuse-angled triangle has
one of its angles obtuse, as the tri-
angle c.
12. An acute-angled triangle has
all its three angles acute, as shown
in figure b.
13. An equilateral triangle has
all its sides and angles equal as u.
14. An isosceles triangle is that which
has two of its sides equal, as e.
15. A scaline triangle is that which
has all its sides unequal, as r.
16. A square is a four-sided
figure having all its sides equal
and all its anj^les riffht.
17. An oblong, or rectangle, is a
right angled parallelogram, whose
length exceeds its breadth, as g.
18. A rhombus is a parallelogram
having all its sides equal, but its
angles are not right angles, as h.
86
BRTC-KLAYING.
/"
z
r 19. A rhomboid is a parallelo-
\ / \ grain having its opposite sides
\ A equal, but its angles are not
right-angles, and its length ex-
ceeds its breadth, as I.
20. A trapezium is a figure in-
cluded by four straight lines, no
two of which are parallel to each
other, asK. Aline connecting any
two of its opposite angles is called
a diagonal.
21. A trapezoid is a four- sided
figure having two of its opposite
sides parallel, as m.
22. Polygons are those which have more than
four sides. Thej^ receive particular names from
the number of their sides ; thus a pentagon has
five sides, a hexagon has six sides, a heptagon seven,
an octagon eight, a nonagon nine, a decagon ten,
an undecagon eleven, and a dodecagon has twelve
sides.
If all the sides of each figure are equal, it is
called a regular polygon ; but if unequal, an
irregular polygon.
23. A circle is a plane figure
contained by one line, called its
circumference, which is every-
where equally distant from a
point within it called its centre,
as o ; and an arc of a circle is any
part of its circumference, as a b.
24. The diameter of a circle is a stiaight line
PRACTICAL GEOMETRY AND MENSURATION. 87
passing through the centre and terminated both
ways by the circumference ; thus
A B is the diameter of the circle ;
the diameter divides the circle
into two equal parts, each of
which is called a semicircle :
the diameter also divides the
circumference into two equal
parts each containing 180 degrees.
Any line drawn from the centre perpendicular
to A B, it divides the semicircle into two equal
parts, AGS and bos, each of which is called a
quadrant, or one-fourth of a circle ; and the arcs
A s and B s contain each 90 degrees ; and they
are said to be the measure of the angles a g s and
BOS.
25. A chord of an arc is a straight line joining
its extremities, and is less than the diameter ; c b
is the chord of the arc c d b, or of the arc c a s b.
26. A segment of a circle is that part of the
circle contained between the chord and the cir-
cumference, and may be greater or less than a
semicircle.
^
Problem I.
From a given point, p, in a
straight line, a b, to erect a
perpendicular.
1. On each side of the point, __,
p, take equal portions, P x, p/;
and from the centres, x/, with any radius greater
88
BRICKLAYING.
than p X, describe two arcs, cutting each other at
D ; then the line joining d p will be perpen-
dicular to A B.
When the point, P, is at the end of the line.
2. From any centre, c,
out of the line, and with the
distance, c b, as radius, de-
scribe a circle, cutting a b
in D, draw d c o, and the
line joining the points o b
will be perpendicular to a b.
Or thus :
Set one leg of the com-
passes on B, and with any
extent, b p, describe an arc,
p X ; set off the same extent
from T to q ; join p q ; from q
as centre with the extent, p q,
as radius describe an arc r,
and the line joining r b will be
perpendicular to a b.
Problem II.
Upon a given right line to describe an equilateral
trianqle.
liCt A B be the given right line.
From the centres a and b, with the
given line a b as radius, describe
two arcs cutting each other at c ;
then the line drawn from the point c to the points
PRACTICAL GEOMETRY AND MENSURATION. 89
A and B will form with the Hue A b the triangle
required.
Problem III.
To describe a triangle, hnmng the length of the three
sides given.
Let A B, c D, e F, be the given lines, of which
A B is the base line.
From B as centre with
c D as radius describe an
arc, and from a as centre
with e F as radius de-
scribe another arc, cut- c 1
ting the first at o ; join ^ ''
A G, G B : this will give the triangle required.
Problem IV.
To find the centre of a given circle.
Draw any two chords A b,
B c, and divide each into two
equal parts, as shown at e and
D ; draw the lines e o and o d
at right angles to a b and b c,
and where these lines intersect
at o will be the centre of the given circle a b c.
Problem V.
I'o describe a regular pentagon upon a given line.
Let A B be the given line. With b as centre
and B A as radius describe the semicircle a c d;
then with a as centre, with same radius, describe
90
BRICKT.AYING.
an arc cutting the semicircle in c ; bisect a b at e,
join c E, bisect the arc c b in f, join e f; then
with D as centre, E f for
radius, cut the semicircle
in G, and with o as
centre, with same radius,
cut the semicircle in h;
draw the line h b and
bisect it at i, and at
this j)oint erect a perpendicular cutting the line
E c in X ; this will be the centre of the circum-
scribing circle.
Problem VI.
To describe a regular hexagon upon a given line.
Let A B be the given line. "VTith a as centre
and A B as radius describe an arc,
and with b as centre with same
radius describe a second arc, cut-
ting the first in c ; this point of
intersection is the centre of the
circumscribing circle.
TABLE OF POLYGONS.
No. of Sides.
^xme of Polygon.
Multiplier or Divisor.
5
6
7
8
9
10
11
12
Pentagon
Hexagon
Heptagon
Octagon
Nonagon
Decagon
TJndecagon
Dodecagon
1 — 7 decimals ]
2 — 0 or radius
2—3
2—62
2—9
3—247
3 — 00
3—84
PRACTICAL GEOMETRY AND MEXSURATIOX.
91
The preceding Table may be found useful in
describing regular polygons of any number of
sides, from five to twelve inclusive.
Description of the above Tahle.
In the left-hand column will be found the
number of sides of any polygon having from five
to twelve sides. In the second column will be
found the name of the polygon corresponding
with the number in the first column. And the
third column contains those figures by which the
length of the side must be multiplied for the
diameter of the circumscribing circle; or by
which the length of the diameter of a given circle
must be divided to give the length of the side of
each polygon in a line with it in the opposite
column.
Examples.
"What is the length of each side of a regular
pentagon, the diameter of the circumscribing
circle being 4 feet ?
Divisor . . 1-7) 4-0 (2-35 Ausm-pt, in feet nnd
3 4 decimal parts.
•6-0
5 1
90
•5 Rem.
Or thus : —
'What is the diameter of the circumscribing
92 BRICKIAYIXG.
circle of a nonagon, each side being 2 feet in
length ?
2 feet length of side.
2-9 multiplier.
18
4
5-8 Answer.
Therefore the diameter of the circle is 5 feet
and 8-lOths of a foot, -svhich is equal to 5 feet
9 inches and 5-8ths of an inch.
Problem YII.
To describe an ellipsis, having the longest diameter
given.
Let A B be the given diameter. Erect the per-
pendicular c D, and divide a b into four equal
parts at 1, 2, 3 ; then with 1 2 3 as centres, with
radius 1 2, describe the three circles as shown ;
then from f as centre with f e as radius describe
the arc c, and with n as centre with same radius
PRACTICAL GEOMETRY AND MENSURATION. 93
describe the arc d. This will complete the
ellipsis.
Another method of describing an ellipse.
Let A B, 0 D, be the given diameters drawn at
right angles with each other. Then with c as
centre with a o as radius describe an arc cutting
A B at e and/; then take a j)iece of string or very
■tine wire the length of a b, fix one end at e and
the other at/; then draw the ellipse by running
the pencil along the string, taking care the string
is kept tight with the pencil.
Problem VIII.
To describe a circle about any triangle.
Bisect any two sides as
shown at a and b, and
draw perpendicular lines
intersecting at c. This
point of intersection is
the centre from which
the circle is drawn.
94
BRICKLAYIKG.
Problem IX.
To inscribe a circle within a triangle.
From A as centre with
any radius describe an
arc B c ; bisect it, and
through the point of bi-
section draw the line a o;
bisect the angle deb,
and draw the line o e.
^here the lines a o and
0 E intersect is the centre of the circl
Problem X.
In a given circle to inscribe a square.
Draw any two diameters, a b,
C D, at right angles to each
other, then join their extremi-
ties, and the figure thus formed
will be a square inscribed in a
given circle. And if a line be
drawn from the centre o, bisect-
ing A D, and produced to f, f d will be the length
of one side of an octagon inscribed in the circle.
Problem XI.
In a gif^en circle, to inscribe any regular polygon ;
or, to dicide the circumference of a given circle
into any number of equal part^.
Divide the diameter a b into as many equal
parts as the figure has sides; erect the perpen-
PRACTICAL GEOMETliY AND MENSURATION. 95
dicular o s from the centre o ; divide the ra-
dius of into four equal parts,
and set off three of these
parts from /to s ; draw a
line from s to the second
division h of the diameter
A B, and produce it to cut
the circumference at c ; join
A c, and it will be the side
of the polygon required.
Problem XII.
To draw a straight line equal to any given arc of a
circle.
Let A c B be the given arc of
a circle ; divide the chord a b
into four equal parts, and set
off one of these parts from b to c ; join d c, and it
will be the length of half the given arc, suffi-
ciently near enough for practice.
Problem XIII.
To make a square equal in area to a gicen circle.
Divide the diameter a b into
fourteen equal parts, and set off
eleven of them from a to c ;
from c erect the perpendicular
c D and join a d, the square of
which will be very nearly equal
to the area of the given circle
of which a D K is the half.
96 BRICKLAYING.
The foregoing geometrical problems arc those
generally used by the bricklayer ; but for those
who are anxious to proceed farther, there are
many excellent manuals of instruction.
A FEW REilAravS (.»X ilENSURATION OF
BKICKLAYERS' WORK.
The area of any plane figure is the space con-
tained within its boundaries, and is estimated bj'
the number of square miles, yards, feet, inches,
and parts which it contains. This squaring is
generally estimated by the following rules of
arithmetic, viz. : duodecimals, or cross multiplica-
tion, decimals, and practice.
DUODECTMALS.
Rule 1. "Write the multiplier under the multi-
plicand in such a manner that feet shall be under
feet, inches under inches, and parts under parts.
2. Multiply each term of the multiplicand
(beginning at the lowest) by the number of feet
in the multiplier, and write each result under its
respective term, taking care to carry one for
every 12 from each lower denomination to its
next superior, and sot down the remainder under
the term last multiplied.
3. Next multiply the terms of the multiplicand
by the number under the denomination of inches
in the multiplier ; carry 1 for every 12, as before.
But set down each remainder one place further to
the right than as if multiplied by a number under
the deromination of feet.
PR.\CTICAL GEOMETRY AND MENSURATION. 97
4. Proceed in the same manner with the
second in the multiplier, setting each result one
more place further to the right hand, and so on
with thirds, fourths, &c.
5. Add the partial products thus obtained up,
and their sum will be the product.
E.ramplcs.
1. Multiply 4 feet 7 inches by 3 feet 10 inches
37
ft.
7
9
7
57
75
ft. in.
4 7
3 10
13 9
3 9-10
17 6-10
2. Multiply
5 parts.
feet 9 inches 3 parts by 7 feet 6
ft. in. ptg.
37 9 3
7 6 5
inches an(3
264 4 9
18 10 7-6
1 3 8 • 0 • 3
284 7 1 • 4-3
3. Multij.ly
4. Multiply
6. Multiply
6. Multiply
7. Multiply
in. ft. in. ft.
6 X 6 9 An.swer 43
8X76 „ 72
5 • 9 X 3 5 • 3 „ 25
9 X 9 5 .,643
9 X 17 7 „ 13^1
in. pte,
1 6
6
8 6 • 2 • 3
9 9
9 3
Decimal Fractions.
In decimal fractions the intesrer or whole
thing, as one yard, one foot, &c., is supposed to
be divided into ten equal parts, and these parts
into tenths, and so on without end.
F
98 BRICKLAYING.
These parts are distinguished from the wholo
numbers by a point prefixed : thus — 0, which
stands for 5-10th8, or half a whole number ; '26,
which stands for 25-lOOths, or one-quarter of a
whole number ; or '75, which stands for 75-lOOths,
or three-quarters of a whole number.
"Whole numbers increase in ten-fold proportion
to the left hand ; decimal parts decrease in ten-
fold proportion to the right hand ; so that ciphers
placed before decimal parts decrease their value
by removing them further from the point ; or
units placed thus — -5, is 5-lOths ; -05, is 5-lOOths ;
and -005, is 5-lOOOths. But ciphers after
decimal parts do not alter their value ; for '5, "50,
•500 are each but 5-lOths, or half a whole
number.
Huk. — In addition of decimals great care must
be taken in setting down the figures to be added
up, so that each figure shall come under another
of the same value, whether this be a mixed
number or pure decimal parts. And, iu order to
do this, there must be a due regard had to the
separating points, which ought always to stand
in a direct line one with another; and, to the
right hand of these, carefully place the decimal
parts according to their respective values, and
add them as in whole numbers.
To add 5 ft. 9 in., 7 ft. 6 in., 3 ft. 3 in., and
7 ft. 10 in. together.
PUACTICAI. GEOMETRY A>iD MENSURATION. 99
„. Decimal
^^- parts.
6-75 Equal 5 ft. 9 in.
7-6 „ 7 ft. 6 in.
8-25 ,. 3 ft. 3 in.
7-835 ,. 7 ft. 10 in.
24-335 Ans-wer, equal 24 ft. 4 in.
Subtraction of Decimals.
This differs but very little from whole numbers,
only in placing the numbers, which must be
carefully observed, as in addition.
Examples.
Subtract 2 395 from 7-62, and 5 ft. 9 in. from
27 ft. 3 in.
7-620 27-25
2-395 6-75
o"22o Answer. 21-50 = 21 ft. 6 in.
1. From -769 take -543 Answer -220
2. From 1-743 take -339 Answer 1-404
3. From 3-975 take 1-243 Answer 2-732
4. From 407-2 take 40-362 Answer 357-838
MriTlPLTCATlON OF DECIMALS.
Eule. — Place the decimal parts, and multiply
them as in whole numbers ; and from the product
cut off as many figures towards the right hand as
there are figures representing decimal parts, both
in the multiplier and multiplicand together; but
should there not be so many places in the product,
f2'
100 BRICKLAYING.
make up the defect by adding ciphers towards the
left hand.
ETampks.
Srultiplf 3-795 Multiply 5 ft. 6 in. X 8 ft. 10 in.
By 2-43 0 5
8-S35
113S5
15180 275
7590 165
440
9-221 So 440
48-5925 . = 48 ft. '\ in.
Multiply 3074 X 25-93 Answer 79-70882
JIultiply 25-15 X 72-04 Answer 1S11-S060
Multiply -07 X 1"02 Answer -0714
Division of Decimals.
This is worked in the same way as whole
numbers, the only difficulty is in valuing the
quotient.
Biih 1. — The first figure in the quotient is
always of the same value with that figure of the
dividend which answers or stands over the place
of units in the divisor.
Ruk 2. — The quotient should always have as
many decimals as the dividend has more than the
divisor.
Notf 1. — If the divisor and dividend have both
the same number of decimal parts, the quotient
will be a whole number.
Note 2. — If the dividend has not so mir.y
places of decimnls as there are in the divisor,
niACriCAL GEOMETRY AXD MEXSURATIOX. 101
then so many ciphers must be added to the
dividend as will make them equal, and the quo-
tient will then be a whole number.
Kote 3. — And if, when the sum is done, the
quotient has not so many figures as it should have
places of decimals, then so many ciphers must be
added as there are places wanting.
Brickwork is estimated at the rate of a brick
and a half thick ; this is called the standard thick-
ness, so that if a wall is either more or less than
this thickness it must be reduced to it ; thus : —
Multiply the superficial contents of the wall by
the number of half-bricks in thickness, and
divide the product by 3.
"When a piece of brickwork is to be measured,
the first thing to be done is to ascertain what
measures are to be employed : then, having mul-
tiplied the length and breadth together, if the
dimensions are feet, the product is divided by the
divisor agreed upon, this is generally 272^ feet
to the rod standard thickness, and the quotient
will be the number of rods and feet contained
within the dimensions taken.
In measuring work by the rod of 272^ feet, it
is very seldom the odd quarter is used, owing to
its taking more labour in figuring for a mere
trifle.
Examples.
IIow many rods of brickwork (standard thick-
ness) are there in a wall 34 feet 6 inches long by
23 feet 9 inches high, at 1| bricks thick ?
102
BKICKLAYINO
DCOUECIMAIS.
ft.
in.
34
6
23
9
102
0
68
0
11
6
25
10 ■
6
272) 819 4-6 (3 rds. 3 ft. 4} in. Answer.
816
Decimaia-
ft.
34 • 5
23 • 75
1725
2415
1"35
600
272) 819 • 375 (3 • 0124* rds. Anawei.
816
337
272
655
544
1110
1088
22
If the area of a wall be 3,700 feet, and the
thickness 2} bricks, how many rods and feet does
it contain ?
* lliis decimal fraction equals 3 ft. 4^ io.
PRACTICAL GEOMETRY AND MENSURATION. 103
Example.
3700 feet the area, by
5 half-bricks thick.
Standard divisor 3) 18500
272) 6166 (22 rds.
544
726
544
182 feet.
Chimney Shafts.
In measuring chimney breasts, when standing
against any party wall, it is usual to take the
width of the middle for the breadth, and the
height of the story for the length : the thickness
should be the same as the depth of the jambs ;
and if the chimney is carried up square to the
ceiling no deductions are made for the fire-place
on account of the extra labour in gathering the
with walls over to prepare for the hearth in the
room above.
The chimney-shaft, or that portion which is above
the roof, is measured by multiplying the height,
width, and depth together. But in cases where
t here is a greater amount of labour than usual, the
quality of the work is taken into consideration,
and the price allowed according to its class.
Chimney Shafts in the Form of a Circle. — In
order to measure these it is necessary to obtain the
diameter of the shaft midway between the base
104 BRICKLAYING.
and the top as they are usually battering. Square
this diameter, and multiply the product by the
decimal •7854* ; this will give the area of the
circle, after cutting off the four fingers from the
right hand ; and this area multiplied by the
height will give the contents in cubic feet.
Example,
AVhat is the cubic contents of a shaft the mean
diameter of which is 4 feet and the height GO feet ?
4 diameter.
4
16
• 7854
square of diameter,
decimal fraclioo.
64
80
128
112
12 • 5664
CO
area of circle.
height.
753 • 0840
cubic contenta.
The diameter of a circle is to its circumference
as 7 is to 22 ; therefore, if the diameter is not to
be obtained by any other means, take the girth or
circumference of the shaft, and as 22 is to 7, so is
the circumference to the diameter.
Example.
Let the girth of a circular shaft be 10 feet, then,
\)y proportion, the diameter will be obtained in
the following manner : —
• This decimal fraction equals the area of any circle whose
diameter id 1, i.e. if the liiameter of the circle u I foot, thid
fraction of a foot i^ the area.
rUACTICAL GEOMETRY AND MENSURATION. 105
ft. ft.
22 : 7 : :
10
ft.
10
22) 70 (3
66
• 18 Answer in
feet and part3.
40
22
180
176
Eemainder.
4
When the shaft is in the form of a regular
polygon, the following table may be found useful
i'or the purpose of ascertaining its area in feet
or inches : —
Rule. — Square the length of the side of the
polygon, and multiply the product by those
figures in a line with the figure in the first
column denoting the number of sides of the given
polygon ; the product thus obtained will be the
area. And this multiplied by the height of the
chimney will give the cubic contents. And to
bring this into rods, divide by 306 feet.
Number of
Sides.
Multiplier.
3
5
6
7
8
9
10
11
12
■433
1-72
2- .98
3-634
4-828
6182
7-694
9 3G6
11-190
V '\
106
IJRICKI.AYIXG.
Vaulting. — In measuring circular, elliptical,
or Gothic vaulting, the rule is to find the super-
ficial contents of one end, and multiply it by the
length of the vault ; or, take a piece of string or
the tape, and ply it close to the soflBt from one
side of the vavdt to the other, and this length by
the length of the vault will give the superficial
contents of soffit ; then multiply by the thickness
for standard or cubic contents. But if this
method is employed, the outside surface ought to
be taken as well as the soffit. Add the two areas
together, and divide by 2 for the exact superficial
contents, and then multiply by the thickness for
standard or cubic contents, as before explained.
Groim are generally measured by taking the
length and breadth of the base and multiplying
ihem together, and that product by the height.
But sometimes one-tenth is deducted from the
solidity thus found, and the remainder is reck-
oned as the solid contents.
But if measuring for labour only, the groin-
points are measured by running measures, the
price being so much per foot.
Bakers' Orens. — It is usual in measuring these
to cube the whole and divide by 306 to bring it
to rods.
A T\Bi.E OF Brickwork,
Showing how many rods, feet, and inches are
contained in any number of superficial feet, from
1 foot to 10,000 feet, and so on as far as required ;
PR-^CrnCAL GEOMETRY AND MENSURATION. 107
and from half a brick to two bricks, and, by
addition, to any thickness.
This table also shows how many bricks are
required to build a piece of brickwork, from 1 foot
to 10,000 feet, from half a brick to two bricks, and
this also, by addition only, to any thickness or
number of feet required, at the rate of 16544
bricks to the foot standard thickness, or 4500 to
the rod.
Explanation of the following Table.
At the head of this table, over each separate
column, is stated the thickness of any wall from
half a brick to two bricks, and beneath each of
these is a double column, one for giving the rods,
teet, and inches, contained in the wall, and the
other the number of bricks contained in these
rods, feet, and inches, standard measurement;
and in the first column towards the left hand will
be found the number of feet the wall contains by
superficial measurement.
108
r.llICKIATTXG.
.
c
^•3
<Mi»>«=ocoe^-«»>««o —
■fl-wXc^J-<j>©ao
ii
W'vwac^iMtci^csi^-*
«oaccccici-c; —
O
ETS
r^ ^ „ _ ^ C^) Ol
e4NP:«iMccrj'*
E
In
H
iz;
t£
O
s
5
•*ao©T*<ooOTCccO'*oc
©■«<«©'^0C©'*
n
! °
$4
i-ic^-^icccoccsoraw-*
ttJ^OCO — C^Tj-lC
_i i-i .— 1 .-1
— »-"MMiMe*e<
BD
§
ooococccoco
0©©©0©©0
a
-^
g
o
—
owcsoMCiiorJCiis —
sc»e — oc-r- — !>-•««
H
i-iCO'VWOCOi^M'WCSW
C5 — rTTT-racr: —
w
E-E
^^ 1-^ 1-^ f-H 1-^
r^D>C*IMMC^r<CO
o
|n
zi
fc
IL.
H
oooocoooscc
©©©©©oo©
•<
c
d
^c<icoTj<ia«t~ooC50-H
(Mro-*>c«t-ac©
^^ ^^
<
J
O
■S
ccoocc==soc
©o©©©©©©
«
'*-
o
11
E"=
^lNTO->*'«JC3t^aCCiC —
CS5<5-^iS©t^aO»
i^CSWiJ<«5®1^00Oi^!N
ec-'j'iciist-x©©
1
id
^«
O
1
i
00-*O«-<J.OaC^CXi'*O0C-* = aC'9'C00
H
a
d
O'^c^c^eo'*''<*<«so®t^acac:c:oo — !No«
o
1
©coooccoooc
©_©©©©©©
».
c
l^
CO — trrat^pOac-*C5«c —
OMt^MOCp;©-*
w
— — C^MWCC-«--«-0-.C
© j^ t^ ac oc ci C5 ©
o
11
'^
H
fc
c
1
_a
■woC'0-«'or_0'<roco-«"ac
©•va©'*x©-*
•<
d
©o — r-.-c>c^Mroc^rs
•^■^'■•rOO'C©©
R
1
occccccoocc
©©©©©wOO
"1 ^
•a
— N«'*»o«ot^eo»o-"
NeC'»s>u5©t^aoo»
^i
'=
rRACTICAL GEOMETRY AND MENSL RATION. 109
"
^
o .
r 5
0-MTt--0«tr(M-<J.c030 — C<li.-?500C'MTj<or~
0, ^
Tr.i::3coc^u-3t^05 — co«cocc-o<-^i-c-. — ^5
Ti<-q<'<)<ia>0>0>0>0<0<0;COt>-»<-t-t~t— OCOC
B
iz;
M
o
3
1
.a
OCO-*300-<1>000-*000-<*"OCOt(<000-<*<00
n
o
d
?OOOOSOC^e<3Tj<5Dt^OOO'-iC<l'*>OCC00050
^
C^C^(MCOMMPSe>3WeO->5.-<»<-^-*-*-»><Tj<-.}<lo
H
s
osocoooocoocoooscoo
M
<>-l
O
o .
s
fcl
Ot^Tj<Ot^CC05CMCitDC^Oi«3<N05«3(MOO
COTj<;c=CCi^r^-r — t^C2— •c^-^or-Oi"— iM
il
e'OcoMCQc3'<r-v-<p-<Ti-^-via>a>0'C«i>c;co
U
— r*i
3
;?;
^
fl
■<
H
•<
ooooooocooooooooooo
««-l
0-H<MCO-*>OWt^OOO>O^C<ICO-*«350r~=0
a
2
(N(N(NC^<M(N(NC«<M(NCOMC<SC<3CO«ieO?CM
•<
-a
ooooooooooooooooooo
Z
p^
O
VI
o
^ s
0'-lMec•<*•u5«D^^ooal^-'--lMeo-*«^eooooi
C^?3^ iOOr-OC050.— M-*wtcCt^CCC-. O-H
M
-«
e<>c4c^c^c^c<c-)c><wwwc<5:ocococTcc-<i''*
O
— ^
B
B
i^
c
.a
■<j.o«-*ooo-*c=c-»oao-<j<ooo->jtooo-<j<
si
eo-*-«>iC5Dcor^ooocooo^!Mc^ec-*-*«5
a
*M
"rt;z;;i;^^^^^r-ic^(N(N(Nuc^c^<NN
y^
oooocooocoooooocooo
«-i
o .
- "
o«£-Ht--c^t~Moo-*c:>c^«C'Mr~«co-fc-.
i—--'>4'MMM-^'r>c'Ccrt^i^=cacc; c. oo
;z;
O
1
s
.9
0CG;-<t<00C-fl>0CO'*0CO-V3CO-«»0CO-«l<00
a
<
^
5Ct^t^i^3sooocc50JC3Coo — ^-<■^'c^■^^
1
ooooooooooooooooooo
1 o
3 -a
-'3
O — C^eO^iOCOt^OCOO — (NM— >O50j2=g
i-)C^p»c^c^c>»nino^c^coweoc<3coc<3eocoeo
1 ^
11 'J
liRlCKLAYIXG.
<-
o
a
i
si
■2--
= a
is
.S
o-*c»o-^ooo-<f<ooO'*«oooeo©'*oo
p
H
a
(Mco-<*<ot^ooo>^'M-*>oeocooe>s«>oe<50
»— 1 i-H ^H C^
M
©oooooooooooooooooo
H
^S
3
n
si
-2-2
5(3
l-H i-H 1— t r-H CO
a
ooooooooooooooooooo
a
5
d
C50--C^eO-*«5<©t^00050i-IOOOOOO
H
O
S
ooooooooooooooooooo
"s
OOC-J'M'i<>f5Ot^0C0»3 — i(Mi-(C^iMlM'M'l5
CO-f>OCOI~00050 — C'J-JiiOOOt^OOOSOO
1-1 <>»
H
^
.g
OOO'^OOO'^OOO'^OOO'^OOOO^OaO'*
O
d
eoco^^ooooo500-^c<^(Ne<^•<i^O«OM00^3
(MiMIM(N(MWCCC«3eOe<3eoco«l-*'<li«0«DOCO
S
ooooooooooooooooooo
<w
u
o
3
lOOO-Ht^cioccoos-^OuS'-'-'Or-i'r'i-ic-i
« C^ C-l C3 CO Tf ■* lO 'O O 1^ t^ CO CO 00 Tf C5 'O O
1
•g
o-*ooo-»*«ooO'<*'»o-*<aooO'^ooo-*oo
•<
M
a
00KlC0-*Tf.l<.C«0«5<0e0«>t^OC0C0Oe0«D
•a
OOOOOOOOOOOOOOOOOOO
^5
00'-<MCO-*i>0«3t-0000-<000000
co-»r'*il<Tt<-*'<*<-<*<-«»<T(<-^u3i05D»--aoo>oo
PRACTICAL GEOMETRY AM) MENSURATION. Ill
*<
° .
CCr53C-*<0«SCCOcr-0'.-JOTj<OT}<'NO
fc« 30
— n t^ ;c -*< "*• -c '-•5 — t- M C5 lo — ' t^ ec CO
M
O
,r oc o c-i 'i" ^ CO o — — c<i !M ^t ^ -S- >-■: o
;C3C— 1?3 ~i^c:^'<i<O00OC<<-<i'5CCCO
i^
_,^_Hr-Hr-ci<i'<j.a3ao^c<5»or~C5r>
.-1 .— — — ^ i<l
E-.
9)
^
1
.3
=;-*xs-?<xo-?wc--t3:s'*x = -*
«
O
^
ac — c* w t^ o c^ lo » n «s 00 c-i «o 00 ■?» >o
>
c^ ^ -N •■; •-< ■-■T .-1 ■«< — ' C5 'o CO -- X 'o eo
H
»
r^
-<-HC<lMCCC0-*-*r;-*iO5-*O5-*iO5^OS
A
— — (N<MWe<3'J<'r
^
g
o .
r? t^ CQ ;= o >o C5 ^ X fi -o o -*| cc ci -o o
5
c 3
O ^ 1~ -M X CC X -:< CC r^ t^ t<I w O '-•; C2 f
H
C; -O ■M C; W5 7^ X >.1 O -O -- t^ 'M 30 M X -J<
M
■*-^x=;--2"*2"'^^^^2^^-"'^
"J
l-l ^ l-« -H
a
^
<
a
00000 = 000 = 0000000
■<
^
XXX:00 = -i<^cr»'MT)<OOM— 00
•
c<i'Mc^>0'0>-oaoxci mo — o^iqo
1
.-1^ r-IJvl —1 .-<.-l c->— < c^
H
i
,_lrtrtI<^^-1^^^3co^--H^oo<NlC!Ci«c^
.s
a
^^„e<is^?i«)eo
1
4-(
o .
O-^-^t-OCOOOXXt-iOt— >Ct^5DTO
O -J ^ — ' cq ->! r-l "N '■? X — -^ t~ O ^f CC 33
S
CC-:t>>C0t-XC300O— '-- — C-^'M'M'M
M
co■>f<-1«3^~XC:'^•^)^o — Lf^^t^xr-. o
o
15
12;
rt M ^3 TI. i.-S = t^ X o ^
P?
a
<
H
H
O
1
.a
OX'*OX-^OX'*<OMtJ<OX-^O00
z
O
^
O -O -- X Tl) — < -O C<I >0 O X C5 n CO 'O CO »
O-O;D'MC513>0<M'TiC5^C0C5^cn-^?3
MCO ^^0<1 r-IC'l C<l ^ ^ -<
•5
OO-Hn^rt^nM-fl^05C>l-i>t^G5'M-»<
^
^ ^ rt rt o< C^
Ck4
coot^xo — cj-^o^qicoxcjxcc-o
,a.2
w
tc c^ i-^ ro X "^ o '."^ o '-'^ o '-"^ o *-o ^^ o -^
o
^<M<NC0C0-*l'l^>O-HO•^ll~^tXTj.c•. o
B
= 5
rtrt(MC0COCO^^>O
H
»
M
o
2
=3
.a
O-*<XO'*<00O-*00O-*XO-*XO-#
3
d
oc«3;r:ocoox-^cO'<*i«S'*cot--xxcs
o^;cooM;2cool^^x-?<coc5^r^— < o
— •— '--c^c^ic-i ---<e<i -H!M
1
OOOOOO-- — COrSTCOt^XCJ — <N
r^ rl
*. t
11
oooooocoooooooooo
s 1
ooooocooc-oooooooo
^ ;
""o
ec-i<>c-ot-xc:oooooooooo
S
«
— CO r? -r ■•■; -.O t^ X c: O
112 KRICKLAVIXO.
Example 1st.
llow many rods and feet of standard work are
there in a wall 59 feet in length and 12 feet 6
nches in height, and I5 bricks thick ?
KCLE.
ft
69
12
in.
0
6
the lengtli.
the height
708
29
0
6
737
6
Area.
So by these figures we find the superficial area of
the wall to be 737 feet 6 inches. Look in the
first column towards the left hand for 700, and
opposite that in the sixth column will be found
2 rods 156 feet ; look again in the first column for
37 feet, and opposite this, in the sixth column, is
37 feet ; add the 6 inches, and the product will be
as follows : —
todB ft. in.
2 156 0
0 37 6
2 193 6 Answer.
Examjile 2itd.
How many rods, feet, and inches are there in a
wall 95 feet long by 17 feet high, at 2 bricks thick ?
95 X 15 = 1015 ; this is the superficial con-
tents of the wall. Look in the first column for
the following numbers — 1000 feet, GOO feet, and
15 feet ; and opposite these respectively, under
the heading " Two bricks thick," will be found
PRACTICAL GEOMETRY AND MENSURATION. 113
the following figures, which added up together
will give the standard contents of the wall.
rods ft. in.
4 245 4
2 256 0
0 20 0
6 521 4 = 7rd8. 249 ft. 4 in.
The quantity of bricks required to build a wall
containing any given number of superficial feet is
taken in almost the same way.
Example ^rd.
llow many bricks are required to build a wall
SO feet long by 27 feet high, at I5 bricks thick ?
80 X 27 = 2160 feet, the area. Look in the
first column for 2000 feet, 100 feet, and 60 feet,
and against these respectively, in the column
headed " One and a half bricks thick," will be
luu^nd the following figures, which, by addition
u>nl/, give the number of bricks that will build
the wall.
33088
1654
992
35734 Answer.
The superficial areas of the walls of a house
amount to 2649 feet. Now 1200 feet is 2 bricks
thick, 900 feet is 1^ brick thick, and 549 is one
brick thick : how many bricks did tlie builder
require to build the house?
Answer, by table, 47403.
114 BRICKLAYING.
All gauge-work is measured by superficial
nieasureraeut (unless otherwise specified) ; and
every part that is exposed to view ft taken in the
dimensions.
Skewbacks, birds'-mouths, splays, beads, &c., are
generally measured by the run. But if measured
as gauge-work, it is usual to ply the tape, or a
piece of string, close to every part of the brick
that is moulded, and afterwards measure it to get
the whole of the girth of the work, and this is
multiplied by the length for the contents.
Arches are also measured by the girth multiplied
by the length.
1000 new stock bricks stacked in bolts measure
50 feet cubic.
1000 old bricks cleaned and stacked in bolts
measure 72 cubic feet.
Short axd TTseftl Tablb.
277i Clinic inches 1 gallon of water.
1 cubic foot contains 6 gallons 1 j pints.
144 square inches equal I square foot.
172S cubic inches „ 1 cubic foot.
9 square feet ,. 1 square yard.
27 cubic feet „ 1 culiic yard or load.
100 superficial feet „ 1 square.
Tiling and Slating is measured by the square of
loo feet, and in many country places double
measure is allowed for cutting hips and valleys,
i.e. for valleys take the length of the ridge for one
dimension and the depth from ridge to eaves for
the other, and multiply one by the other for the
superficial area ; and for hips take the length of
the eaves and multiply the depth as before. This
TRACTICAL GEOMETRY AXD MENSURATION. 115
is SO allowed to pay for the amount of waste iu
labour and material in cutting them.
But in London slating is not measured in this
way, but for all hips, valleys, eaves, cuttings to
skew gables, cheeks of dormers, &c., the length of
the cutting is taken, and 1 foot allowed for the
hips and valleys, and 6 inches allowed for eaves
and the other cuttings above named. All plain
work is measured net.
When the space taken up by sky-lights, chim-
ney-shafts, &c., do not exceed 4 feet in area, no
deductions are made on account of the extra
labour in cutting round them.
The ridge is always taken separately at per
running foot.
Where soakers are used they are reckoned by
the dozen.
All plain or pantiling for roofs is measured by
the square, and cutting and eaves are allowed for
in the same way as slating.
Plain and ornamental tiling for floors, walls,
ceilings, &c., is measured by the yard square, and
all cufling per foot run.
Pludcring is either measured by the foot, yard,
or square of 100 feet, and any surface under
1 foot (in taking revcils, &c.) is usually called a
foot.
Cornices, beads, chamfers, and all mouldings
arc taken b}' the foot run.
Mitres, stop, &c., are taken sepai-ately and priced
at so much each.
Doorways, windows, fireplaces, &c., are de-
116 BRICKLAYING.
ducted, and ceiling and walls are measured sepa
rately.
Trhite\vasliiug and colouring are measured in
the same way as plain plastering — mostly by the
yard square — and where this is done between
principals, rafters, joists, &c., the tape must be
applied to the whole of the surface covered by the
brush.
This work is specified to be one, two, or three
coat work.
THE END.
pmiXTtD BT J. 8. nuTTi Am '^o., I rurr^D tttt ro4o, u>!tr««>«.
THE
PRACTICAL BRICK AND TILE BOOK
PART III.
BKICKWOEK
A PRACTICAL TREATISE ON
BRICKLAYING, CUTTING, AND SETTING
By F. WALKEE
BRICKWORK;
A PRACTICAL TREATISE
EMBODYING THE GENEEAL AND HIGHER PRINCIPLES OF
BEICKLAnNCi, CUTTING, AND SETTING
■WITH
THE APPLICATION OF GEOMETRY TO ROOF TILING,
REMARKS ON THE DIFFERENT KINDS OF POINTING,
A DESCRIPTION OF THE MATERIALS USED BY THE BRICKLAYER
AND
A SERIES OF PROBLEMS IN APPLIED GEOMETRY
By F. walker
CBRTIFICiTRD BY THE SCIEKCE AND ART DEPARTMENT IN BUILDIKO COXSTRtTCTIOK,
PRACTICAL, PLANE AND SOLID GEOMETRY, ETC.
ILLUSTRATED WITH NINETY-OXE WOODCUTS
^cconb Cebition, glcbbrb nnb (Enlnrgtb
(2|)iom][u.i
LONDON
CROSBY LOCKWOOD AND CO.
7, STATIONERS' HALL COLTIT, LUDGATE HILL
1885
\_All rights reserved.]
LONDON' :
PRFNTED BY J. S. VIBTUE AXD CO., LIMITED,
CITT EOAD.
PEEFACE.
The object of this little work is to give tlie young
artisan a general and practical insight into his
trade, and to inspire him with a wish to become
a useful and successful workman ; which means
that he must work with his head as well as with
his hands. The greater portion of the matter
contained herein is such as to he indispensable
to the proficient -workman. Though the work
does not profess to be in any way an exhaustive
treatise on a trade so varied as that of the brick-
layer, yet the writer hopes that it may be a help
to those who, through the division of labour or
otherwise, have had their practice confined to one
branch only of their trade ; and that it may not
be considered altogether unworthy the notice of
professional men, being to some extent the out-
come of twenty-two years of practical experience
iu building operations. It is, however, intended
IV PREFACE.
chiefly for that large majority of young men who
enter the trade of the bricklayer (and all other
trades in house-building) without any previous
training or instruction to fit them for the calling,
depending entirely upon the manipulatiye skill
they may or may not acquire in the handling
of their tools. The book commences with the site
of a building, and goes through the successive
stages of the bricklayer's trade, including roof
tiling ; and concludes with a section on Applied
Geometry, containing problems that may be
useful in every-day practice.
Lo2n)OS, Sfjjfemicr, 18S4.
XOTE TO THE SECOND EDITION.
The very rapid and gratifying sale of the first
edition, and the favourable manner in which it
has been received by the various technical journals,
have led the author to make several additions
and a few alterations to the work, with a view to
increasing its usefulness not only to the operative
student, but also to those who may be preparing
for the Science Examination in Building Con-
struction.
CONTENTS.
SECTION I.
MATERIALS AND GENERAL PRINCIPLES OF
CONSTRUCTION.
PAOB
Site 1
Establishing a Level or Datum 2
Setting out Building 2
Concrete 5
Cement 10
Drains 11
Mortar 14
Red Brickwork 14
Bricks 16
Characteristics of Good Bricks . . . . .19
Bond of Brickwork . 20
Old English Bond 21
Bond of Footings and Walls 22
Setting out the Bond 26
Heading Bond 28
Templates and Strings 30
Bats 30
Flemish Bond ........ 31
Various Bonds 34
Herring-bone Bond ....... 36
Dutch Bond 37
VI
Keeping the Perpends
Toothings
Grouting
Flues
CONTENTS.
PAOB
39
39
40
41
SECTION II.
ARCHES IN GENERAL.
Arches 46
Relie\-ing Arches 48
Plain Arches 49
The Skew or Oblique Arch 49
Skew Arch at Brondeshury 52
Water Conduit .56
Groined Vaulting: 58
SECTION III.
GAUGED-WORK AND ARCH-CUTTING.
Gauged Work
61
Setting
63
Drawing and Cutting Arches .
64
The Bulls-eye
65
Semi and Segmental Arches
66
The Camber Ai-ch .
67
The Gothic Arch
69
The Ellipse Gothic Arcli .
72
The Semi-Ellipse Arch
72
The Venetian Arch .
74
The Scheme Arch
7.5
The Semi-Gothic Arch
76
Gothic on Circle Arch
77
To Find the Soffit Mould .
78
CONTENTS. Vll
SECTION lY.
ORNAMENTAL BRICKWORK.
PAQE
The Niche 79
The Niche Mould 83
Moulded Courses 83
Ornamental Arches 84
The Oriel Window 85
Ornamental Gable or Pediment 87
Gothic Window . 88
SECTION V.
ROOF-TILING, POINTING, ETC.
Tiling 92
Roofs having different Pitches 94
To obtain the necessary Angle of Hip or Valley Tiles . 96
Pointing 97
Flat-Joint Pointing 98
Burning Clay into Ballast 100
Building Additions to Old Work 102
Fire-proof Floors 102
SECTION VI.
APPLIED GEOMETRY.
To draw a square •whose superficial area shall equal the
sum of two squares whose sides are given . . .103
To draw a right-angled triangle, base H inches, height
J- inch 104
To draw an arc by cross-sectional lines . . . .105
To describe a flat arc (camber for instance) by mechani-
cal means 106
YUl CONTENTS.
PAOR
To find the joints of a flat arch without using the centre
of the circle of which the arc is a part . . . 106
To draw the joints of a semi-ellipse arch with mathemati-
cal accuracy 107
To find the invisible arch contained in a camber . .108
Any two straight lines given to determine a curve by
■which they shall be connected 109
To find the form or curvature of a raking moulding that
shall unite correctlj' with a level one . . .111
To describe an ellipse by means of a carpenter's square
and a piece of notched lath 112
To draw a Gothic of any given height and span: or.
in other words, an Ellipse Gothic . . . .113
To draw the arch bricks of a Gothic arch, that is for the
cuivc in the previous problem 114
To find the ladius of any arc or arch, the rise and span
being given . . . 11 J
BRICKWORK.
SECTION I.
MATERIALS AND GENERAL PRINCIPLES OF
CONSTRUCTION.
Site.
Though the bricklayer is very seldom called
upon to choose the site of a proposed building,
he should nevertheless make himself acquainted
with the essentials of a good foundation, and the
characteristics of a bad one, as a subject not alto-
gether foreign to his calling. The workman who
rests satisfied with just the manipulative know-
ledge of his own trade is not likely to realise the
value of the word prof/rcss, and must of necessity
be content to remain in the position in which he
found himself placed as a workman. Though the
bricklayer has no voice in the choice of site, he
maj', as foreman or clerk of works, have to a great
extent the power of minimising the evil effects of
a bad one, if he be possessed of the necessary
knowledge. For be it remembered that a good
foundation is as necessary to the stability of a
building, as good flues and drains are to the
health and comfort of its occupants. The best
sites to build upon are hard gravel, igneous and
iJ BRTCKWOKK.
metamorpliic rocks, limestones, sandstones, and
chalk. A clay foundation should be well drained,
as clay by its impervious nature retains moisture,
and the whole area of the site covered with 6
inches of surface concrete, made up with Portland
cement or ground blue lias lime, to keep back
ground-damp, which will otherwise be attracted by
the warm air within the building. "When building
on a clay or sand foundation the building should
be kept level throughout, as by building up one
portion of the building and leaving down another,
ugly fractures sometimes occur in the walls,
caused by one portion of the work settling at one
time, and other portions at another, which greatly
mar the appearance of the structure.
Establishing a Level or Daixm.
Before excavating trenches to receive concrete
for footings, a level, or datum as it is technically
called, should be established. To do this, drive a
large stake well into the ground where it will not
be likeh' to get disturbed, and let the top of it be
the ground-floor level, which must be taken off
the drawings if not otherwise determined. To
avoid the possibility of mistakes, all levels for
excavations, concrete, and brickwork should be
taken from this only.
Settixg git Building.
In setting out a building, one or other of
the following methods is generally adopted.
Either the extreme side walls are squared from
MATERIALS AND GENERAL PRINCIPLES.
the line of frontage, wticli is given, and the posi-
tions of the intermediate walls established by
parallels ; or, two centre lines are drawn at right
angles, right through the plan of the building,
and the walls set out at parallel distances from
them ; taking all measurements from the centre
lines. The positions of walls should not be laid
down by measuring the distance of one wall from
another in succession ; for if an error be made in
the setting out of the first wall, it will, in this
way, be perpetuated from one wall to another
throughout the building. But by measuring
from the centre line, an error would be confined
to that particular wall in connection with which
it was made, and would be readily discovered when
checking the distances between the respective
walls. In both methods we have assumed the
building to be square. If the setting out is to be
c
Fif?. 1.
done by means of a large square, which is generally
the case, it should be tested or proved before use.
To do this, draw a line a h along a straight
b2
BRICKWORK.
edge (Fig. 1), not less than twice the length of
the base of the square. Adjust the base of the
square along this line from b, and draw a line c
along the perpendicular blade until it meets the
base line a h ; now reverse the square along the
base line from a, and if the square be true its
perpendicular will coincide with the perpendicu-
lar line c. Another way of setting out the side
walls from a given line of frontage is by means
of a 10-feet rod. Having drawn a line tighth^
to represent the front of the building, along this
line measure G feet from the quoin (French coin,
a corner), and push through the line at the 6-
feet point an ordinary brass pin. Draw another
line in the same way as the first, approximately
at right angles to it, and from the quoin again
measure off 8 feet along this line, fixing
another pin as before at the 8-feet point.
"With one end fixed at the
quoin, the other end of the line
must be moved until there be
a distance of 10 feet between
the two pins measured across
the angle. Tlie lines will then
be square one with the other.
Instead of G, 8, and 10, we
could have taken 12, 16, and
20 ; but whatever figures be
used must stand in the same
ratio or proportion to each
other as the above, and shown in Fig. 2.
Another Method. — From point B (Fig. 3), with
Fi?. 2.
MATERIALS AND GENERAL PRINCIPLES. O
steel measuring tape set off 30 feet, or more or less
as conyenient, at an approximate angle of 45
degrees witli the given line a b. From d mea-
rig. 3.
sure off the same distance to a; from a draw
a line through d, measuring from d to c 30 feet.
A line drawn from b through c will be at right
angles to the given line a b, the line of front-
age ; B would be the quoin of building. This
depends upon the principle that all triangles in
a semicircle are right-angled triangles, and all
the angles in the same segment of a circle are
equal {Euclid, bk. iii. prob. 21).
Concrete.
The thickness for concrete varies from 1 to 3
feet, according to the nature of the subsoil upon
which the building will stand ; but in some cases
it is very much thicker, as in made-up ground,
where, to ensure a good foundation, it is necessary
6 BRICKWORK.
to go down to the London clay, or some other firm
substratum, depending upon the nature of the
ground. The Metropolitan Building Act requires
that the concrete shall not be less than 9 inches
in depth, nor have a margin of less than 4 inches
outside the first course of footings ; G inches is
the usual margin in good work.
The following is a specification to govern the
suppl}^ of materials, the mixing, and the putting
into place of cement concrete. The whole of the
cement to be Portland of the very best quality,
very finely ground, weighing not less than
110 lbs. to the striked bushel, of which 90 per
cent, must pass through a sieve of 2,500 meshes
to the square inch, and it must be capable of
maintaining a breaking weight of 350 lbs. per
square inch, after being made in a bronze mould
immersed in water during an interval of seven
days.
The mixing to be carried on upon a clean plat-
form made of 9 inch X 3 inch deals, bedded solidly
on sand, that the cement may not run off through
the joints in the pi'ocess of mixing. The concrete
to be composed of four parts of broken bricks,
broken porous stone, or Thames ballast ; two parts
sharp clean sand, free from loam or other impuri-
ties ; and one of cement of the specified quality.
The parts to be measured in a half-yard cubic box
(3 feet X 2 feet X 2| feet), and thoroughly mixed
together in a dry state. The ballast or broken
bricks to be capable of passing through a 2-inch
mesh. The dry concrete to be heaped up and
MATERIALS AND GENERAL PRTNCirLES. /
turned over at least twice before wetting. The
water to be applied through a rose, not more to
be iised than is necessary to mix the whole very
thoroughly. While the water is being sprinkled
on, the mixture should be drawn down by " picks,"
while two or more other men turn it over, after
being so drawn down, to another part of the
platform, from which it must be again turned
over until the parts are thoroughly incorporated.
The concrete to be tipped from a height not ex-
ceeding 4 feet, and to be steadily rammed or
struck with the back of a shovel until the cement
or matrix flushes to the surface. The whole to be
left solid and clean.
In the treatment of concrete much depends
upon experience and judgment, and it is there-
fore the more difficult to lay down hard and fast
rules to govern the proportion of the ingredients
and the mixing of them. The one thing to be
aimed at in the apportionment of the ingredients
is homogeneity ; where this does not exist, strength
will be wanting.
As regards "packing," or the practice of
placing stones or other suitable material larger
than the aggregate, in the mass of the con-
crete, it is objectionable under certain condi-
tions. In a thoroughly good Portland cement
concrete, if properly treated, there will neither
be contraction nor expansion to any perceptible
degree in the setting ; and in such there is no
objection to packing, if the stones or other material
be uniformly distributed and solidly bedded in
5 BRICKWORK.
the mass. But in an inferior concrete subject to
contraction or expansion, packing is decidedly
objectionable, and likely to lead to injurious
results; more especially if the packing be not
evenly distributed throughout the concrete. This
consideration has led engineers and architects to
adopt in their specifications the precautionary
clause that the aggregate shall be of an uniform
size — generally, to pass through a 2 -inch or
2|-inch ring.
The quantity of water to be used depends almost
entirely upon the nature of the aggregate ; ballast
or any siliceous aggregate requiring only enough
to thoroughly mix the cement, while that of a
porous nature, such as broken bricks, would
require more. The proportion of cement must be
governed by circumstances, for while the Metro-
politan Main Drainage "Works adopted one of
cement to five and a-half of aggregate, we are
informed by Mr. Picid On Concrete, that in the
sea forts of Copenhagen the concrete was made in
the following proportions: —
Portland cement .... 1
Sand 4
Fragments of stone . . . IG
and the concrete for filling in the terra-cotta at
St. Paul's School, Kensington, consisted of one of
Portland cement and ten of aggregate.
In Portland cement concrete, " a rotten or fri-
able material is to be avoided, except where un-
avoidable, and in that case only in combination
with a large quantity of cement, so as to neutralise
MATERIALS AND GENEHAL PRINCIPLES. 9
as far as possible any tendency to weakness.
Sand, where a clioice exists, should be as rough,
and coarse as possible, and that made by the
various natural or physical influences from sand-
stone, limestone, or other similar rocky forma-
tions, is to be preferred over those from flint or
volcanic rocks. The former sands or shingles are
more porous than the latter, and consequently
better able to absorb the silicates of the cement
when being mixed. For this reason it is advisable
not to have the sand, gravel, or shingle too fully
saturated with water ; if this is so, the matrix is
unable to imbibe the fluid portion of the mixture,
and consequently it is thrown off as waste from
the concrete. This observation equally applies to
the mischievous practice of over- wetting bricks in
building with cement mortar. A dry brick is
bad enough, but when saturation is carried to
excess equally faulty results ensue. With regard
to the acting properties of Portland cement when
used with salt sand, or salt water, an experiment
proved the use of salt water and salt sand per-
fectly satisfactory, both with Portland cement and
lias lime, but there was no question as to their
setting being retarded by their use." — Brunei.
"When blue lias is used for concrete, the pro-
portion of parts and the mixing is the same as
described in cement concrete.
Burnt ballast is frequently used as an aggre-
gate for concrete, but care should be taken that it
be thoroughly burnt free from clay. Burnt bal-
last concrete should be made rather sloppy on ac-
r3
10 BRICKWORK.
count of its absorbent nature, or it will quickly
absorb tbc moisture from the cement or lime with,
which, it is mixed, to the injury of its setting pro-
perties and ultimate strength.
Mixed with one- third of Thames ballast and
a fair proportion of lime it will yield a good
concrete for footings to walls.
Cemext.
Adie's No. 1 cement testing machine is very
generally used for testing cements, but where one
of these is not at hand they may be
r -"^A roughly tested in the following man-
)c^ ~~^ ner. Having mounted a briquette
Fig. 4. (Fig. 4), whose sectional area is one
square inch, or more as the case may be, after seven
days' immersion let it be suspended from one
end, and from the other end suspend a cement
barrel containing sand, increasing the quantity
until the briquette breaks or its power of resistance
be overcome. The sand should not be thrown
into the barrel, but slid into it by means of an
inclined plane, and in small quantities. The
weight of the cask with its contents will repre-
sent the breaking weight. "With Adie's machine
the briquette in the making is subjected to a
slight pressure, which adds considerably to its
tensile strength, so that the resistance to breaking
of a briquette made by the machine •\^•ill be greater
than that of a briquette of the same cement made
by hand and not subjected to pressure. Another
way : bed two bricks together (Fig. 5), and after
MATERIALS AND GENERAL PRINCIPLES. 11
a few days' immersion let them be suspended and
treated in the same way as the briquette. This
plan is suitable for ascertain-
ing the comparative strength of
cements, but in so doing the
same kind of bricks, sand (if any
used), and even water should be
used, and the exact proportions
maintained in the mixing, or,
in other words, the conditions should be exactly
the same. Bricks having a smooth impervious
bed will be found to have less adhesion than those
of a hard but comparatively porous nature —
pressed bricks and hard stocks, for instance.
The bricklayer should make himself acquainted
with the various limes and cements, and the in-
gredients used in combination wath them ; also
with concrete, as subjects belonging particularly
to his trade, and which by reason of his occu-
pation he has a better opportunity of doing than
any other class of operatives. In large and im-
portant public works these are generally subject
to the inspection of a bricklayer.
Drains.
The laying of drains, at once the most impor-
tant and too frequently the most neglected part of
a building, should never be intrusted to unskilled
workmen. The fall having been determined,
which should not be less than one in sixty or one
inch in five feet, the flange of each pipe should
rest upon a bedded brick, that the joints may be
12 BRICKWORK.
caulked all round •v^•ith gaskin or oakum previ-
ously to being made up with Portland cement.
The object of caulking is to prevent the cement
squeezing through into the pipe, a very common
cause of stoppage in drains. They can now be
bedded half way up in fine concrete, so as to form
a cradle, care being taken not to disturb the
joints. The inside joint of each length of pipe
as it is laid should be stopped with Portland
cement, and left solid and clean, free from any-
thing approaching to burrs. The drains should be
laid down air and water-tight, free from " dips,"
with no right-angled junctions nor sharp bends,
and kept, if at all possible, outside the building,
with inspection holes large enough for a man
to work forcing-rods in ease of a stoppage. A
length of pipe in the man-hole should have
a movable top. This kind of pipe is called an
operculum or " channel " pipe- In many in-
stances only the invert half of the pipe is used
in that portion of the drain passing through the
man-hole, which is ventilated by a current of
fresh air entering the man-hole, passing through
the entire length of the drains, and finding an
outlet through the open soil-pipe above the roof.
In such an arrangement a trap shovdd intervene
between the sewer and the man-hole, to prevent
the possibility of sewer gas escaping through the
fresh air inlet. But where fresh air is not intro-
duced, the trap may be dispensed with, the soil-
pipe serving as a ventilator both for the sewer
and the drains.
MATERIALS AND GENERAL PRINCIPLES.
13
Six-inch pipes will be found large enough, for
most buildings. As the subject of trapping, dis-
connecting, and ventilating drains belongs to
sanitar)^ science, it cannot be further noticed here
beyond giving a plan and section of a dip-trap
(Figs. 6 and 7) which the bricklayer is sometimes
Flap.
-*
Pi?. 6.
Pig. 7.
called upon to build. This trap should be used
only where there is a copious and frequent supply
of water (but not in connection with soil), as by
its size and construction a greater quantity of
water is required to trap it than the earthenware
traps now more generally and preferably used.
14 brickwork.
Mortar.
Mortar used by the bricklayer is made either
from stone lime, lias, or Portland cement, mixed
with a proper proportion of sand. Chalk lime
should not be used, as the only setting that takes
place in it is the formation of a surface crust,
bearing a small proportion to the bulk. Stone, or
gray chalk lime, as it is sometimes called, is
generally used ; it possesses slight hydraulic
power, and will set if secluded from the air
or in damp situations, and is capable of bearing
three parts of sand to one of lime. For damp
situations blue lias will be found to make the
best lime-mortar. It is eminently hydraulic, and
becomes very hard, especially in damp places ; but
it will not bear so much sand as stone lime. The
amount of sand should not exceed twice that of
lime. Lump lias is used for mortar ; it should
be well wetted, coTcred over with sand, and
allowed a day to slack before being ground in
the mortar mill. The sand used for all mortars
should be a clean, sharp, angular grit. Cement
has been already spoken of in connection with
concrete, and elsewhere.
Red Brickwork.
Owing to the revival of the Queen Anne stylo
of architecture, brickwork now occupies the fore-
most position in building construction, of which
very good samples may bo seen at Westwood
House, Sydenham ; Fitz- John Avenue, llamp-
MATERIALS AND GENERAL TRINCIPLES. 15
Stead ; the Chelsea Embankment, and many other
places in and about London. Our popular archi-
tects delight to revel and indulge their fancies in
red brickwork, as evidenced in several public
buildings of recent erection. The Victorian age,
from an architectural point of view, will be con-
spicuous for its stuccoed buildings and its red
brickwork— the former an expressionless imita-
tion, the offspring of the speculator, and the
Caliban of architecture. But Truth in architec-
ture, as in all things, will assert herself; she
breathes into the nostrils of a second Adam, and
lo ! we have " a thing of beauty."
_ We can remember, in our experience, when the
life of the bricklayer was often made " bitter with
hard bondage in mortar and in brick," by reason
of the reign of stucco; but, thanks to the able
advocacy of Mr. Tvuskin and the late Mr. E. Street,
such rapid strides have been made in brickwork
that one is almost surprised to see the amount of
art-workmanship wrought in red-brick designs.
These will be found mostly in retired out-of-the-
way streets, relieving, both by colour and detail,
the dull monotony of the unbroken line of our
vista-like old street architecture.
Some years ago the Philological School, St.
Marylebone Eoad, was pointed out as a sample of
ornamental brickwork. The ornamental features
m this structure are made up of a judicious use
and arrangement of polychrome bricks, and stone
dressings. The building is, undoubtedly, a good
one, possessing that repose almost peculiar to
16 BRICKWORK.
ecclesiastical architecture. But the term orna-
mental brickwork is so closely associated in these
days with the idea of form, that we are accustomed
to exclude from the meaning of that term all
brick designs characterized bj" an absence of pro-
jection.
We know no better samples of red brickwork
than St. Paul's Schools, and the City Guilds
Technical Institute, Kensington ; and the Mid-
land Hotel, St. Pancras Station.
Bricks.
In dealing with brickwork it is necessary that
something should be said about bricks, though it
is not intended to go into the chemical properties
or other scientific matters connected with them, as
we are^'presumably writing for persons in or con-
nected with the trade of a bricklayer, but will
just take a passing glance at the bricks commonly
used in and about London, and state the purposes
for which they are best adapted.
Stock bricks are divided into "picked " stocks
(picked for colour and hardness), " washed "
stocks, " grizzles," " place," and " shuffs."
" Shuffs " are worthless, " place " are little
better ; " grizzles " are those bricks which haye
a good face or end with the other face or end
underburnt, and similar in appearance to " place/*
which are of a reddish colour. " Picked " are
those which are suitable for good exterior facing.
" "Washed " stocks, on account of their softness,
are fit only for interior facing. The best stock
MATERIALS AND GENEllAL PRINCIPLES. 17
bricks for general facing purposes are those called
"stippers," whicli, as their name implies, are
sorted for shipping.
INEalms are a superior kind of stock bricks, made
of washed clay and chalk, and are used for
superior facing and for " cutting " purposes, but
are not suitable for " gauged-Avork" on account of
the numerous small air-cells contained in the
bricks, which make it impossible to rub them
up to an arris, which is indispensable to good
setting.
Of red building bricks there are a great yariety
in the London market, the best of which for
colour and weathering properties arc Fareham
reds, though rather irregular in shape. St.
Thomas's Hospital, and the Nurses' Training
Home, Queen Anne's Gate, St. James's Park, are
faced with these. Sometimes they are rubbed
down to obtain true faces ; but this should be
avoided for the sake of preserving the deep red
colour, which constitutes the beauty of these
bricks. Fareham rubbers for " gauged-work "
also stand first in quality, though they are not
extensively used, as they are dearer than the
other varieties in the market.
Next in quality come the Berkshire Builders
and T. L. B. Rubbers, made by T. Lawrance,
Bracknell, Berks. The Teynham bricks, stamped
G. Richardson, Teynham, are good bricks, pos-
sessing in a large degree the qualities that recom-
mend the Farehams, and with the additional
advantage of a fairly good shape. Gault bricks
18 BRICKWORK.
arc mucli used for facing ; they are much harder
than stocks, and also dearer. Of ■white bricks
Suffolks are the very best. They are a close,
firm brick, suitable for first-class facing, either
exterior or interior, or for " gauged- work." They
are of a soft nature, but harden very much by
exposure to the action of the atmosphere.
A very nice piece of work — three-light geo-
metrical windows — executed in these bricks, and
designed by Messrs. II. Saxon Snell and Sons,
22, Southampton Buildings, W.C, mny be seen in
the chapel attached to the Rackham Street In-
firmary, Netting Hill, "W. Staffordshire blue
.bricks are the most suitable for external bases,
plinths, and dwarf-walls for palisading, or wher-
ever there is much trafRc.
Enamelled bricks are now very extensively
used instead of tiles ; they can be obtained in
various colours, and are suitable for facing dairies,
&c., and areas where reflected or borrowed light is
required. They are obtainable in double headers,
^ J viz. two ends enamelled for 9-
inch Avails, and double stretchers
for 4 3 -inch walls, single headers
Fig. 8. ^^^^ stretchers for fticing, and
buUnose and chamfered bricks
(Fig. 8) for jambs or reveals. The best kind are
those bearing the stamp, " Cliff, "Wortlcy, Leeds."
Firebricks should be used for all places exposed
to the action of fire or intense heat. They are
made of fireclay, and should be set with close
joints in a mortar made of the same material,
MATERIALS AND GENERAL PRINCIPLES. 19
wetting the bricks before setting them. The
mortar under the action of the fire will Titrify,
and form one body with the bricks. In lining
boiler furnaces, &c., bricklayers frequently use
fireclay only with that portion of the work that
will be subjected to the flame, but it may be set
down as a rule that wherever it is necessary to
use firebricks, it is also necessary to w&ejireclaij to
bed them in. Nevertheless, when it is not readily
obtainable, plaster of Paris and sand may be used
as a very good substitute for small jobs, but on
no account should cement be used, for being non-
elastic it will fracture under the action of intense
heat. Stourbridge bricks are much used as the
best kind of ordinary fire-bricks, but Dr. Siemens
has shown the Dinas firebricks to be the best, and
to be capable of resisting the temperature of 4,000°
to 5,000- Fahr.*
Characteristics of Good Bricks.
Soundness, freedom from flaws, cracks, or stones
of any kind. They should contain no lumps of lime
or limestone, however small; should be regular in
shape and uniform in size, their length exceeding
twice their breadth by the thickness of a mortar
joint. They should not absorb at most more
water than is equal to one-sixth of their dry
weight. They should be hard, and burnt so
thoroughly that there is incipient vitrification all
through the brick. When struck together they
should yield a clear metallic ring. (This last-
* Dr. Siemena' "Chemical Society," 7th May, 1868.
20 BRlCKWOlUv.
mentioned characteristic belongs more to stocks
and the harder kind of bricks.) Their texture
should be homogeneous and compact. They should
be regular in colour, with their arrises square,
sharp, and well-defined. Pressed bricks, such as
those from the midland counties and Ruabon, are
almost non-absorbent, and for all practical pur-
poses impervious to water. The nearer bricks
approach to imperviousness the better will they be.
The following is an analysis of the clay worked
by Messrs. Monk, Is^ewell, and Bryon — Euabon —
Moisture .
lo4
Combined water
3-. 54
Silica
63-00
Alumina .
18-0
Sesquioxide of iron .
6-70
Protoxide of iron
1-9.5
Potash
2-37
Soda
3-10
100-20
Bricks and terra-cotta, manufactured from this
clay, may be seen at the Northern Ilospital,
Winchmore Hill, London, now in course of
erection by Messrs. Wall Brothers, of London.
Bond of Brickwork.
We will now enter into what might be termed
the scientific part of bricklaying, and it will not
be out of place to repeat what Smeaton wrote
half a century ago with reference to this sub-
ject, and which is equally true to-day : " As the
art of bricklaying is generally supposed to be
so simple as to require little or no attention, it
MATERIALS AND GENERAL PRINCIPLES. 21
will be necessary to remove this false impression
by a somewhat particuhir detfiil of the facts which
relate to it. There are many persons, and even
some workmen, who suppose that nothing more
is required than that the bricks should be properly
bedded and the work level and perpendicular. But
the workman who would attain perfection in his
business should acquaint himself with the different
arrangements made use of in placing [bonding]
the bricks, so that one part of the work shall
strengthen another, and thus prevent one portion
from a greater liabilitj' to give way than another."
So much for the statement of an eminent engi-
neer, than whom none knew better the value of
bonding, as evidenced in the old Eddystone Light-
house, which was so thoroughly bonded, one stone
into another, and each into the whole, that nothing
but the wearing away of the rock upon which it
stood led (or was likely to lead) to its demolition.
Old English Bond.
Old English bond consists of alternate courses
of headers and stretchers, while Flemish bond
consists of alternate headers and stretchers in
each course. Old English is the only true bond,
the other bonds (and there are several) being
merely arrangements to please the eye. Gwilt,
referring to bond, remarks, in his " Encyclopedia
of Architecture," that " previous to the reign of
"William and !Mary all the brick buildings in the
island were constructed in what is called English
bond ; and subsequent to the reign in question,
22 BRICKWORK.
when in buildings as in many other eases Dutch
fashions were introduced, we regret to say much
to the injury of our houses' strength, the work-
men have become so infatuated with what is called
Flemish bond that it is difficult to drive them out
of it. To the introduction of the latter has been
attributed (in many cases with justice) the splitting
of walls into two thicknesses ; to prevent which
expedients have been adopted which would be
altogether unnecessary if a return to the general
use of English bond could be established."
Bond of Footixgs and Walls.
• The Metropolitan Building Act requires that
the footings of all walls shall not be less than
twice the thickness of the super-
incumbent wall, or, as brick-
layers call it, " the neat work."
Fig. 9 represents the footing for
a brick-and-a-half wall. A two-
brick wall would require a four-
brick footing, and so on, according to the size of
the wall, setting back 2^ inches on each course of
footings until the wall be brought into its proper
size. Where a "bat " occurs in the footings, as
in the second course, it
A should always be kept in
^ the centre. Fig. 10 shows
3
in elevation the footings
and three courses of a
14-inch wall. It will be
Tig. 10.
seen that the " closer " is not used until the
MATERIALS AND GENERAL PRINCIPLES.
23
setting out of the bond for the " neat work."
Figs. 11 and 12 are the plans of two successive
courses of a one-and-a-half brick wall, showing
the sectional bond. It will be seen by this that
there are no two joints in the wall immediately
one above the other, but that in the direction of
the length of the wall there is a lap or bond of
2j inches of each brick over the two immediately
below it in the next course, and a lap of 4^ inches
in the width of the wall. This result is obtained
by running the transverse joints right through tlie
Fig. 11.
Fig. 12.
wall from one side to the other. A simple prin-
ciple, but seldom carried out even by bricklayers.
The method in general practice is shown in
Figs. 13 and 14. It will be seen that the trans-
verse or "cross" joints do not run through the
wall, but that the ends of the stretchers come
in the middle of the headers, consequently the
cross joints in the middle 4| inches of the wall
are one over the other from the bottom to the
top of the wall. This is caused by showing full
"stretchers," a and h, in the internal angle, instead
of letting them pass 2;^ inches into the return
24
BRICKWOBK,
wall, as in Figs. 11 and 12. Many bricklayers
insist upon showing a whole "stretcher" in the
angle in all cases ; but he who insists upon this has
—
61
Fig. 13.
Fis. 14.
yet to learn the bond of brickwork. The reader
would be greatly helped to an understanding of
bond by haying a few model bricks, and arranging
>
- 1
i
Fig. 15. Fig. IC.
them as shown in these figures. Figs. 15 and 16
represent a straight jamb in a 14-inch wall. Here
again, that the " cross " joints may run straight
through the wall, it is necessary to introduce a
Fi3
Fit". IS.
three-quarter "stretcher" a, and to omit the
"closer" in the next course above. Figs. 17 and
18 are the plans of two consecutive courses of a
MATERIALS AND GENEUAL rillNCIPLE?
25
pier 14 inches on the face and 18 inches deep.
The face bond is made up of two three-quarter
"stretchers" on one course,and of three " headers"
on the other.
Figs.
19 and 20 are two courses of
Fig. 19. rig. 20.
a wall two and a half bricks thick. In all walls
of such a size as to take an odd half brick (two
bricks and a half, three bricks and a half, &c.),the
" stretcher " is always laid on the outside face in
one course and on the inside face in the next course.
\
D
zu
Fig. 21.
Fig. 22.
Figs. 21 and 22 show the " king closer," which in
practice, owing to the trouble of cutting and the
probability of breaking in the cutting, is seldom
used. In this case two bricks are cut in
their whole length from 2j inches to 4j
inches, but it is more frequently cut out ^*^- ^^■
of one brick, as in Fig. 23, and an adjoining
" bat " is cut to fit it.
A great many instances of bond in diifcrcnt
c
26
BRICKWORK.
sized walls and piers might be given, but as
a thorough, knowledge of "bonding" can be
obtained only by practice, we will not multiply
examples.
If the bricklayer adhere to the principle of
keeping the " cross " joints immediately opposite
each other, and laying the bricks in one course
quarter bond with the bricks in the course below
it, he will experience little difficulty with any
sized wall or pier.
Setting Out the Bond.
The chief thing in connection with brickwork
is setting out the bond, for which a good brick-
layer should be selected. This will be more
readily conceded when we consider the strains to
which a building is subject. The bond should be
r. . I, , I, 1.3
1 i n II
1:^5
r^
T^
I I ! ,1 I
:iL
3
I?
Fig. 24.
set out at least one course below the ground line,
anl the positions of doors, windows, panels, or
large apertures taken off the drawings. This is best
don3 in a stretching course, setting a "perpend "
for every reveal or jamb, and working the
MATEKIALS A>'D GENERAL PRINCIPLES.
27
1-L
u
7
" broken bond " under eacb window, or other
aperture, as tbe case may be, as in Fig 24, a and
b. Eeveals and jambs in point of bond should be
treated as " quoins." Where a base occurs the
" bond " should be so arranged that a whole brick
will work in the internal angle above the plinth.
In Fig. 25 (plan and elevation) we have a
2i-inch plinth ; a "perpend " or vertical joint in
the stretching course is
started 6| inches from , ' i I i ' ' 1 (
the angle at the base ;
this joint " plumbed "
up will be 9 inches, or
a brick, from the angle
above the plinth, and
work proper or con-
ventional "bond." In
many cases the base is
treated by bricklayers
as if it were a detached
part of the building,
and the consequence is that " closers " are to be
seen in the internal angles of many good buildings
where whole bricks should be found. Such things,
though small in themselves, go a long way to
make up or to detract from the general effect and
appearance of brickwork.
"Broken Bond " is the result of badly propor-
tioned piers ; thus, in a pier 3 feet 2i inches long,
the bricklayer would have to work four bricks
and a quarter, but to do away with the quarter
or " closer," a header and a three-quarter
c 2
28 BRIC-KWORK.
" stretcher " are substituted for a " stretclier "
aud the " closer," the three-quarter and " header "
making up the " broken bond," and are kept as
near as possible in the middle of the pier.
The work once above the ground, the building
should be levelled all round, and a piece of hoop-
iron fixed in a joint at each corner or angle to
gauge or measure from, taking care that they are
all in the same level course. A " gauge-rod,"
reaching from floor to floor, with all the courses
and stone strings (if there be any) and heights of
window sills and heads marked on it, should be
given to the bricklaj-er to work to, by which
means he can at any time see how his work
is rising, which in London should not exceed nor
be less than four courses to a foot ; and the care-
less or inferior workman will then have no ex-
cuse for not keeping his work level and to the
gauge. Not working to a gauge- rod is the chief
cause of thick and thin joints, though any compe-
tent workman with a 2-feet rule should be able
to keep his work right. The bricks in building
should be wetted, but not to saturation, and the
mortar of such a consistency that the "cross" joints
between the bricks can be drawn up as the bricks
are laid ; any open or partiallj' filled joints can then
be filled by " flushing," which is to be preferred to
" grouting," and shoidd be done on every course.
Heading Bond
is the name given to that arrangement in which the
bricks are laid all " headers." This bond is used
MATERIALS AND GENERAL PRINCIPLES.
29
in circular and curved "walls of a short radius, and
in round chimney stacks, so as to keep the wall
within the " sweep," or arc, for if " stretchers" be
used, every 9 inches of the wall will be a straight
line, and when built will consist of projections and
hollows, and will be in that state described by
bricklayers as ''hatching and grinning." Heading
bond should never be used on straight walls or
where it can be avoided, as very little longitudi-
nal strength is obtained, as will be seen by refer-
Fig. 27.
ence to Figs. 26 and 27, showing the angles
of strain in two walls, one in heading bond and
the other in English. The thick lines show the
direction a fracture would take in the event of a
settlement. They also show the space over which
any given weight resting on either a or b would
be distributed ; and this idea leads us to the
consideration of the use of stone templates and
strings in connection with brickwork.
30 brickwork.
Templates axd Strings.
Templates under girders, principals, beams,
&c., should always be of York, never of Portland
or any similar stone, and should be at least
14 inches long — 18 inches would be better, but
the length must be regulated by the weight which
it has to carry. There is little doubt that " string
courses " in the shape of a flush band were first
introduced to impart strength to walls whose
component parts were of diminutive dimensions
(the Roman tile for instance, used in Roman
walling), and that their ornamental feature was a
secondary idea and an outgrowth of the former.
String courses and bands are still used very ex-
tensively for this purpose, and are placed gene-
rally at the floor line, the window sill level, or
the window head or springing line, and in some
buildings in each and all of these positions.
Bats.
A consideration of the previous remarks will
have illustrated the evil attending the use of
" bats." The greatest evil in connection with them
is that workmen when walling, instead of fairly
distributing them amongst the whole bricks, gene-
rally allow them to accumulate on the scafibld, and
when they have a quantity put them in the wall
all together, much to its injury. Good work
may be done with a fair proportion of " bats " if
they be used with discretion ; and it is only fair
to the builder that he be allowed to use the bats
made on the job.
MATERIALS AND GENERAL PRINCIPLES.
31
Flemish Bond.
Having already pronounced upon the merits of
this bond and given the opinion of an eminent
authority (Gwilt), little remains to be said on this
subject beyond explaining a few examples in
diflEerent sized walls and piers.
Fiffs. 28 and 29 show a 14-inch wall with a
\n
Tig. 2S.
ri2
straight jamb, both sides Flemish bond, showing
the way such a wall is generally bonded in prac-
tice. The rule laid down to keep the " cross "
joints straight through the wall is departed from
in this example, consequently the joints in the
middle of the wall are one over the other in the
entire height of the wall. The proper method is
showli in Figs. 30 and 31, in which the " closer "
a
h
1
1
' ^ 1
Fig. 30.
Fig. 31.
is dispensed with, and two " headers," a, in one
course and a three-quarter " stretcher," b, in the
other are used. A heading and stretching course
are obtained by laying whole headers on one face
and "snapped headers" on the other. A still
better bond would be obtained by laying the
32
BRICKWORK.
headers on each face, alternately "header" and
" snap ; " but to prevent all " snaps " coming
over each other and all whole headers over each
other they (the ''snap headers" and the whole
"headers") should be alternated in the height as
well as on the level.
Figs. 32 and 33, the same wall, with the face
rig. 32. Fig. S3.
in Flemish and the back in English bond. A
good strong wall can be obtained in this way, and
where the inside has to be plastered it should
always be so built.
Figs. 34 and 35, a two-brick wall, Flemish
bond both sides. By snapping the headers in
riff. 34.
Fig. 35.
one course, 34, and putting them whole in the
other, 35, a heading and a stretching course are
obtained, Avhich gives a much better bond through
the wall than if all whole headers were used.
Fig. 3G, a quoin in isometric projection, showing the
internal and external angle, and a perfect bond as
far as obtainable in Flemish bonding with the in-
side face built in Old English bond. Fig. 37 gives
MATERIALS AND GENERAL PRINCIPLES. 33
the bond of a two-and-a-half brick pier projecting
from a wall. At r/ is shown a broken bond — two
" stretchers" in one course and three "headers "
Fig. 36.
in the next course above them, which frequently
occurs, and is the only legitimate " broken " bond
in Flemish. Where a three-quarter " stretcher"
"Mil II
1 1
II II
II M
1 1 1 1 II
1 1
\ 1 1 II
1 1 II
) 1 1 1 1 II
1 1
- i
M . II
Fig. 37.
occurs as "broken" bond, it can be obviated or
done away with by " reversing " the bond on one
end of the pier or wall. Thus for a "stretcher"
substitute a "header" and "closer."
c 3
34 brickwork.
Yarious Bonds.
Chimney bond is a term applied only to 4|-inch
external walls to chimney stacks. In this arrange-
ment the disposition of the bricks is such as to
obtain the greatest possible strength by bonding
in the " withes " on every second course, and
aToiding the use of bats as far as practicable.
Stacks of 4i-inch walls should never be built
in Old English bond, for the reason that brick-
layers, when cutting the half bricks to form " snap
headers," will sometimes cut them 3J inches in
depth instead of 4i inches, depending upon the par-
getting or mortar to make up the thickness of the
wall, which when the flue comes into use will
shrink and crack, and falling away from the
brickwork leave a stack, in many cases, built
partly of closers. English bond is also objection-
able on account of the numerous bats. Another
practice in 45-inch stack building, and which
cannot be too severely condemned, is that of
"buttering" the cross joints with the point of
the trowel; or, in plainer words, putting a mortar
joint between the ends of the bricks, extending
in about 1 inch from the face, the remaining
85 inches being left open, excepting what little
may be filled up in the process of pargetting.
We believe this practice, together with that of
plugging into 45 -inch chimney walls for fixing
skirtings, to be a fruitful source of many fires,
with accounts of which we are occasionally startled.
The mortar or cement joints should be put n'^ht
MATERIALS AND GENERAL PRINCIPLES. 35
through the width of the bricks, and drawn up
solid and tight. Stacks with 4|-inch walls may
often be built with advantage in Flemish bond ;
but the main thing to be attained is strength,
which is to be obtained only by bonding in the
"withes" or divisions between the flues. Another
reason the author would advance in objection to
4|-inch walls for chimney stacks is that plumbers,
in "flashing" roimd the base, cut out the joints
for the purpose of turning in the lead ; and when
wedging the same, thoughtless of the power
exerted by the wedge, often break the bond of
adhesion between the mortar and the course above
the " flashing," leaving the stack in this condi-
tion to withstand a wind pressure of from 40 to
50 lbs. on the square foot during a hurricane,
often resulting in a coroner's inquest. Zinc
"soakers" maybe used with much advantage in
connection with stacks built with 4;^ inch walls,
and the angles formed by the junction of the
stack and the slating filled in with a small cement
fillet, triangular in section, making a perfectly
sound and water-tight job, doing away with the
necessity of flashings, and preventing the evils
that sometimes attend them.
English garden -wall bond consists of three
courses of " stretchers" to one course of "headers."
This bond may be said to have grown into disuse,
excepting in the north of England, where five
courses of "stretchers" to one course of "headers"
are frequently used in general building. Flemish
garden- wall bond consists of three " stretchers "
36
BRICKWOKK.
to one " header " in every course, as in Fig. 38.
Garden-wall bond is used only, as its name implies,
for 9-incli garden walls that have to be kept fair
I ,11
1 T
J, I I-
Fig. OS.
or smooth on both sides. The bricks vary most
in their lengths ; the more ** headers" that are put
through the wall will, therefore, add to the diflS-
culty of keeping it straight.
Herring-bone Bond.
Figs. 39 and 40 represent a panel filled in with
bricks laid " herring-bone." The former is gene-
Fig. 39.
Fig. 40.
rally the method used in paving, where the bricka
are laid on their beds, 4| by 9 inches, in sand,
and " grouted " up with cement or mortar. The
latter is used for filliug in panels under windows
and for tympana of arches, and are laid four
MATERIALS AND GENERAL r-RlNCIPLES. 37
courses to the foot. When a large area of paving
has to be done in this way, the simplest way will
be to work from a centre line, and lay the middle
course first and at an angle of 45 degrees, the other
courses will then follow, and the points may be
kept right by means of a line drawn parallel to
the centre line.
In a panel, the first brick starting from the
corner should be set to a small set square, forming
a right angle and two angles of 45 degrees, and
measuring from the base to the apex 3 inches, or
whatever the bricks will work.
Dutch Bond.
arrangement cs
It is a modification of English bond, the " closer "
Fig. 41 is an arrangement called Dutch bond.
-izi~rTT:rT~in'7rT-]
' 1 I I I . I I III T'Tl
1 .1 ' L II , I I : I Vi
Fig. 4] .
being omitted and a three-quarter " stretcher "
used on the " quoin." In every third stretching
course a "Flemish header" is introduced next
to the " quoin " brick, by which means the
" stretchers " in that course arc pushed forward,
and overlap the " stretchers " below 4| inches,
instead of being " plumb " over them as in other
38 BRICKWORK.
bonds. The advantage of this bond is that addi-
tional strength is imparted to the wall in the di-
rection of its length, and that without diminishing
its transverse strength. A writer in the Builder,
from which Fig. 41 is taken, speaking of this sub-
ject says : " As regards construction in common
English and Flemish bonds, no greater tie in
the direction of the wall is obtained than 2^
inches which one brick overlaps another. If,
therefore, a fracture takes place, the crack runs
down the wall, following the joint with only that
small deviation from a perpendicular line ; but by
the Dutch method a crack would have to follow
4 1 inches to the right or left in the courses
containing the 'Flemish
header,' or else break
through the bricks.
Clearly, therefore, wo
have some additional
strength, the lap between
the courses of 'stretchers'
being as much as 4 J
inches."
The adjoining Fig. 42
shows the way in which
buttresses and chimney
^^^' ^' stacks are reduced. They
are generally " tumbled in " at an angle of about
60 or 70 degrees. The beds of the bricks should
always be at right angles to the " tumbling in."
The bond on the " battering " jamb will be the
same as on the upright jamb below.
materials and general principle?. 39
" Keeping the Perpends."
Architects usually specify that the " perpends "
shall be kept, or, in other words, the yertical
joints are to fall in plumb lines from top to
bottom. Owing to the difference in the sizes
of bricks, this cannot be done with bricks as
they come to hand ; they must be sorted to a
length, or cut where necessary, by the bricklayer
as he proceeds with his work. This would add to
the cost of the work, and, as cost has to be con-
sidered in most buildings, it is seldom done. But
if the bricklayer carry up a plumb line in the
middle of large piers, and work his bricks between
that and the plumb reveals or jambs, he will be
able to keep his " perpends " tolerably regular.
The " closers " should be cut to a 2i-inch gauge.
Toothings.
Toothings should not be allowed in a building
where they can possibly be avoided ; they are a
source of weakness, and very often a disfigurement
to a building. When building into toothings,
the bricklayer seldom takes the time or trouble to
make solid work ; and where they have been can
very often be traced in buildings that have been
up but a short time by the pointing having
fallen out right down the line of toothings. This
is caused in frosty weather, by the expansion of
moisture which has got into the hollow parts of
the toothings, forcing the pointing from the
brickwork, to be washed off by the first heavy
40 URICKWORK.
rainfall. Where toothings arc unavoidable, they
should not be carried up in a straight line from
bottom to top, as they usually are, but should be
stepped back everj' few courses, so that the new
work may be bedded solidly here and there.
When building new work into old, a chase is
preferable to a toothing, as the new work is left
free to settle. But in a front where new work
has to be built into an old toothing there should
be no mortar used in the toothing ; the new work
should be kept a trifle high above the old, and the
joints of the toothing filled in after the building
is up. Among the characteristics of good brick-
work are solidity, perpendicularity, smoothness ;
the vertical joints carrj- a plumb line from top to
bottom; the "cross" joints of the "stretchers"
fall immediately in the centre of the "headers,"
and the bed joints arc neither too thick nor too
thin.
Grouting.
" Grouting " is the practice of using mortar or
cement in a semi-liquid state to fill up the open
joints in the work, the result of careless or bad
workmanship. In some works every course is
" grouted" in ; in others every four courses.
"Grouting " is not the best way to obtain solid
walls, for the mortar being in a serai-fluid state,
the excess water is absorbed into the bricks of
which the work is composed, and, as a conse-
quence, the "grouting" shrinks or subsides, leav-
ing the joints or interstices only partially filled. A
MATERIALS AND GENERAL PRINCIPLES. 41
better process is tliat oi" lan'yinrj-up,'' wMcli is,
after having laid a course of bricks on eacb side
or face of the wall, to put a proper amount of
mortar in the wall, and by the addition of water,
and the use of trowels, shovels, or a larry, to
reduce it to such a consistency as to be able to
swim in the bricks solidly. Even in this practice
there is a subsidence or shrinkage of the mortar,
with the same effect, though in a less degree, as
described in "grouting." But the best and proper
plan is undoubtedly that of putting up the joints
solidly through each brick as it is laid, and
having the mortar of such a consistency as to be
able to draw the joints up solidly when filling in
the middle of the wall.
Flues.
Of the abominations of a bad building, bad
flues are second only to bad drains. The causes of
smoky flues are as follows. The sectional area of
the flue is either too large or too small. Its sec-
tiono.l area is cramped, the ** cramp" generally oc-
curring in sharp bends, close to a floor, where the
bricklayer has to make room for another fire-
place. The flue is too short, or is not carried up
high enough to be above some adjoining building
or contiguous wall. There is too much air-space
below the throat of the flue, or, in bricklayers'
phraseology, the wing gatherings are not brought
over fast enough. In considering the scientific
principle of flues, we should remember that the
properties of air in their action are very similar to
42 BRICKWORK.
those of water. A stream with a straight smooth
course flows swiftly and regularly, while one with
a rugged winding course is full of eddies and
whirls, and flows with a retarded velocity. So it
is with flues. An unused flue contains a column
of cold air in equilibrium with the surrounding
air. This column of cold air must be rarefied or
heated before a good draught can be obtained,
when the denser air rushes in, pushing the lighter
up. This will account for the fact that a flue
never draws so well when the fire is first started
as it does some little time after.
Where the flue is unnecessarily large, a larger
volume of air has to be rarefied, and it also admits
of a possible down draught, or in other words an
ascending and a descending column, inconsequence
of the heated air not filling the flue. Where the
flue is " cramped " somewhere in its length, the
cause of smoking is that the smoke is checked in
its ascent just were the "cramp" occurs, the
smoke escaping with a retarded instead of an
increasing velocity. Sharp bends have the same
efi'ect, though in a less degree, as " cramps." Yet
it is a common thing to hear bricklayers advocat-
ing sharp bends in flues to increase their draught.
Every flue should be formed with sufiicient
bend to prevent the daylight and rain falling upon
the fire.
Where a flue terminates below an adjoining
wall, it will often smoke in consequence of a
down draught, caused by the wind striking
against the wall and in its rebound passing
MATERIALS AND GENERAL PRINCIPLES. 43
down the flue, or at least obstructing for a time
the passage of the smoke from the flue, which in
efiect is similar to a down draught. "Where the
throat of the flue is formed high up above the
chimney bar there is a large volume of cold air
collected which has to be heated or rarefied to get
a proper draught ; until this takes place the smoke
is obstructed in its ascent, and driven back into
the room.
To cure these evils, innumerable contrivances
have been invented, of various forms and difierent
degrees of ugliness, and it is almost rare to see a
house in the metropolis that is not surmoimted
with one or more of these articles, each advertised
as a panacea for smoky flues. These so-called
remedies are (with the exception of the " blower ")
always applied to the top of the flue, when in fact
the remedy is generally required at the bottom or
somewhere in the length of the flue. We would
give the following advice for flue building.
Form the throat of the flue as low down as
possible, and let the sectional area be the same
throughout its entire length, avoiding all bends
beyond what is necessary to hide light. "NATiere
bends cannot be avoided let them be as easy as
possible, and carry the flue well up above con-
tiguous structures, and let it be pargetted
smoothly inside. In building flues " coring
holes," 12 X 14 inches, should be left out on
every floor, or at least where every bend occurs,
and a piece of board put in to catch the mortar
and brick rubbish that fall while in erection. By
44
BRICKWORK.
this method the flues may be easily " cored " or
cleared without the aid of a chimney sweep. Flues
for dwelling-houses arc generally for registers,
9 X 14 inches, and for kitchens 14 X 14 inches.
Fig. 43 is the plan of a fireplace and flue for a
register stove, which we insert by permission of
the originator, H. Saxon Snell, Esq., F.R.I.B.A.
Fig. 43.
The peculiarity and advantage of this fireplace
is that the sectional area or throat of the flue
commences immediately on the chimney bar,
doing away with the necessity of wing gather-
ings and the possibility of cold air collecting
round the base of the flue. This for its economy
of construction and efficiency of action recom-
mends itself for general use.
All chimney stacks from the part where they
pass through a roof, or from the point where
they separate from a wall with which they
have been in junction, to their tops, should be
built in cement and sand instead of with lime
mortar.
Where several flues are grouped together in
MATERIALS AND GENERAL PRINCIPLES. 45
one stack, instead of dividing them with the
usual 4|-inch brick " withes," Boyd's flue-plates
(iron plates | inch thick, and about 12 inches
square, fitting into each other with a tonguedand
grooved joint, and built into the sides of the
stack) are often introduced to economise space.
To ensure that flues shall have the same sectional
area in their entirety, they are sometimes built
round a wooden section-box, open at both ends
and with a wooden " strap " to take hold of, that
the box may be pulled up from time to time as the
work progresses. The box is placed in the space
intended to be occupied by the flue, and the bricks
carefully laid with full joints against the box,
which is drawn up about every two or three feet.
In some cases the pargetting is dispensed with,
and the joints struck instead. Good flues are
undoubtedly obtained in this way. The same end
is obtained by the use of Doulton's terra-cotta
flue-pipes ; but when built in small detached piers
(as they sometimes are), they prove a source of
weakness by interfering with the bond of the
work. Where they are grouped in stacks there
should be a space of 4 J inches between each pipe,
to admit of bonding the stack in the direction of
its width.
46 BRICKWORK.
SECTION II.
AKCHES IX GENERAL.
Arches.
Arches are of various kinds, but those wliicli
the bricklayer has to deal with are either circular,
segmental, scheme, elliptic, or Gothic. To the
young operative, and in many cases to the aged
workman, they are veiled in mystery, though a
little application and determination to understand
.them would soon make them clear to the opera-
tive who would be master of his trade. Time was
when the arch-cutter would box himself up and
carefully tack strips over the chinks between the
boards that prying eyes might not penetrate into
his cutting-shed and discover the craft by which
he held himself superior to his fellow-workmen.
This jealousy and exclusiveness is still alive,
though it is being slowly trampled under by
means of the flood of light that is spread abroad,
and is still spreading, from technical classes and
technical publications. If the young workman
will but set to work in earnest, there is every
facility to acquire technical knowledge, and to
make himself, as a workman, superior to those
who have gone before, and who,
" By geometric scale,
Did gpauge the si/e of pots of ale."
Let him but catch that spirit breathed forth in
ARCHES IN GENERAL. 47
Longfellow's lines to Strasburg Cathedral, and
success will surely be bis : —
" A great master of his craft,
Edwin von Steinbach ; but not he alone,
For many generations labour'd with him.
Children that came to see these saints in stone,
As day by day out of the blocks they rose.
Grew old and died, and still the work went on,
And on, and on, and is not yet completed.
The architect
Built his great heart into these sculptured stones.
And with him toil'd his children, and their lives
"Were buUded with his own into these walls,
As offerings to God."
The word arch implies an arrangement of
bricks or other material in which all its parts —
we might with equal propriety say particles — are
in equilibrium ; or, in other words, that the pres-
sure or thrust to which it is subjected is trans-
mitted from one course to the other, and distri-
buted throughout the whole of the arch, each
course or voussoir taking its share. . Every brick-
layer who has turned an arch will have noticed
that this condition is not obtained by simply
turning the arch on its centre and keying it in,
the tendency being for the arch, by reason of its
own weight, to spread out at the springing, or if
this be prevented to buckle up at the haunches,
to prevent which and bring about equilibrium,
calculations have to be made so as to apportion
the weight at the haunches to resist or counteract
the thrust from the crown. Such mathematicians
as Dr. Ilooke, Huygens, Leibnitz, and many
others, devoted much time and attention to the
solution of the principle of the arch under the
48 BRICKWORK.
name of the catenary curve (Latin catena, a chain) ;
and the conclusion they arrived at was, that the
true shape of an arch is that into which a chain
would arrange itself if freely suspended from two
points whose distance apart is equal to the span
of the intended arch. We have mentioned these
things because, considering the way in which
arches are often thrown together, it is well that
the artisan should know there is a principle
involved in their construction.
Eelieving Arche?.
Relieving arches should be turned over all
lintols where practicable, and should spring clear
of their ends. They should not be built, as they
generally are, solid on the brick " core," whereby
the weight of the wall above is transmitted from
the arch to the " core," from the " core " to the
lintol, and from the lintol to the frame, very often
to the great injury of the latter ; but should be
built at least f inch clear of the " core." This
can bo done by putting a layer of sand f inch
thick on the core, and raking it out with a
trowel or piece of hoop iron when the arch is
turned, that it may take its own bearing. They
should be turned in compo.
The above remarks apply to where the window
and door frames are built into the brickwork
during erection ; and more particularly to arches
intended to relieve free-stone rectangular door
and window heads. It is not an uncommon thing
to see such heads fractured right through their
AKCHES IN GENERAL. 49
depth in about the middle of the openings which,
they span, and kept from falling only by the
weight of brickwork upon their ends ; though the
architect has been careful to provide against
superincumbent weight by the use of relieving
arches, but which, through inexperience or want of
judgment, or some other cause, have been built
upon a solid " core."
Plain Akches.
All arches put in with bricks as they come from
the brickfield come under the term plain arches,
and are built in concentric rings of 4| inches
laid as "headers" on edge, instead of bonding
by " stretchers," to avoid the large joints that
would unavoidably occur at the extrados, thereby
decreasing the strength of the arch unless it
were built with cement, or a strong hydraulic
mortar, as lias.
The Skew or Oblique Arch.
This arch is used in the construction of bridges
over roads or waterways where the bridge is not
at right angles to the road passing under it.
Two very remarkable arches of this kind may
be seen on the Metropolitan District Eailway at
Brondesbury, and which the writer believes to be
the only bridges so constructed. Of these we will
speak hereafter.
To set out and understand drawings of the
skew arch, a knowledge of solid or descriptive
geometry is indispensable ; but as the setting out
D
50
BRICKWORK.
is generally performed by the engineer or in-
spector of works, we will confine our remarks to
that portion of the work which properly belongs
to the operative bricklayer.
F
A B c D, Fig. 44,
Fig. U.
represents the plan of a skew arch of which e f c
would be a section cut square with the abut-
ments. E c A is called the angle of skew, for it
shows how much out of square the face of the
arch is with the road, a c is the face of the
arch, and as the "bed" joints (called by engi-
neers "coursing" joints) start square from the
face, they must run in a diagonal direction across
the centre, as seen in c d « b, which is a develop-
ment of the soffit of the arch. To make this
clear, we will suppose the courses to be pencilled
on the centre, and a sheet of white paper folded
round the centre and rubbed until the pencil
marks be transferred to the paper. If the paper —
ARCHES IN GENERAL.
61
fastened at c d, the abutment line — be now un-
folded from tbe centre and spread out on a level
surface as in Fig. 44, we shall have a develop-
ment of the soffit of the arch, c a is the length
of the line on the centre from c to a. d 6 is the
length of the line on the centre from d b, and is
Fig. 45.
parallel with ca. cb is the length of a line on
the centre from c to b.
In long skew arches the bricks, instead of
being laid on the skew all through the arch, are
D 2
52
BRICKWORK.
arranged as iu Fig, 45, wliere the skew courses
are intersected by courses laid parallel "svith tlie
abutments. The skew courses are marked on
the centre by means of a " coursing mould,"
which should be supplied by the engineer or
inspector in charge of the work, a b is the plan
of a line on the centre from a to b. All the
courses on the centre will be so many spirals or
screws parallel to each other. Each brick on the
face of the arch will require a different bevel,
but by far the easiest and the best way to get
these will be to let the bricks stand well out in
front of the face line, and cut them off to the line
of work when the centre is struck. But when
the bricks used are too hard to be cut, such as
Staffordshire blue bricks, they must be moulded
to the required bevels.
Tig. 4o.
Skew Arch at Brondesbury.
The remarkableness of this arch or skew is not
alone in its construction, but in the angle that it
makes with the roadway that it spans, the angle
ARCHES IN GENERAL.
53
being so acute as to cause tlie abutment line or
skew-back of one side to fall without the abut-
ment line of the other side. This is shown by
the line a b at right angles to c c, d d, Fig. 46.
Fig. 47.
Let us imagine that across a given road we
have to construct a bridge whose angle of skew
54 BRICKWORK.
shall be equal to that on the accompanying
rip. 4S. Fiff. 49,
Fig. 46. It is clear that we cannot construct it
on the principle of the ordinary skew arch, viz.
ARCHES IN GENERAL. 65
to take tlie courses (starting square with tlie face
of the arcla) as so many spirals across the centre,
finding their abutment in the line c c, and as
we have explained at page 60. An arch so con-
structed could not stand, for the lines of force,
or thrust, acting at right angles to the abut-
ments, would find no resistance, and consequently
collapse. But the engineer who designed the
bridge in question, seeing this, fell back on the
principle that should regulate the construction of
all arches where strength is required, that the
heel joints shall ho in the line of radii, and on the
soffit parallel with the ahutment, and thus in the
simplest, yet most eflPective manner, solved the
otherwise difficult problem. Fig. 47 shows the
sectional elevation on the line e f in plan. Fig. 48
the plan, and Fig. 49 the face arch in elevation
of a bridge somewhat similar to that at Brondes-
bury, constructed in the same way, and involving
the same principles.
The plan of the abutments and skew-backs are
shown by dotted line (Fig. 48).
The following are approximate dimensions of
this bridge, which we have taken by step mea-
surement : distance between abutments, 45 feet ;
depth of bridge, measured along the abut-
ment, 26 feet ; rise of arch from cord line to
crown of soffit, 20 feet ; projection of one abut-
ment beyond the other (d beyond a, for instance,
Fig. 46), 36 feet. The arch is made up of twelve
4j-inch concentric rings of brickwork.
56
BRICKWORK.
Water Conduit.
Fig. 50, a section of a water conduit in Massa-
chusetts, U.S.A., upon whieli the author was
engaged as inspector of works, is worthy of
notice, as showing the construction resorted to
where a bad bottom occurs. In this case a large
Fig. 50.
portion of the work (which was eighteen miles in
length) ran through very swampy ground, a
natural watercourse that di'ained a large tract of
the adjacent country, and at times so great was
the pressure of the water as to cause it to rise in
a natural fountain 6 or 7 feet above the exca-
vations. When this occurred, stones of sizes
similar to those of which the retaining walls were
ARCHES IN GENERAL. 67
built were shot into the hole until the water
subsided or found an easier outlet elsewhere. It
was also necessary to keep pumps working night
and day.
The bottom consisted of 6 X 6 inch transoms,
18 inches apart, to which were spiked 2-inch
planks, and these in turn were covered with 1-inch
boards, with joints properly broken, as in floor-
ing. The invert, when the side walls were built,
was formed with concrete ready to receive the
brickwork. The whole of the work, including
concrete, was built in Rosendale cement, manu-
factured in Hosendale, New York, from a stone
found in that locality, which when manufactured
is in colour very similar to Roman cement, but less
quick in setting, and attaining a greater ultimate
strength. It will be noticed that the sides of
the invert are struck from the springing line a,
and the bottom from h, and that to get the requi-
site skew-back for the top and bottom beds, a
pio'pose made brick is introduced, whose beds arc
in the line of radii from a and h.
Sewers are constructed on the same principle
as water conduits, with this difierence, that while
strength and sound work suiSice for the latter, to
these must be added smoothness for sewers, avoid-
ing all " shoulders," " lips," protuberances, or
other irregularities likely to increase friction, or
in any way retard the velocity of the sewage.
"Where the flow is intermittent they are generally
built egg-shaped, to minimise the frictional area.
d3
58 BRICKWOKK.
Groined YArLTiyc.
Brick groin-Taulting (a very neat sample of
which may be seen at the entrance to Winchester
Flats, "Winchester Terrace. Chelsea Embankment)
was at one time very much in practice, but
moulded stone ribs finishing at the apex with a
carved boss now generally take the places of the
brick groins. Samples of this kind of work may
be seen at St. Augustine's, Kilbum ; St. John's,
Auckland Road, Upper Norwood, and the red
brick church adjoining the Croydon railway
station, all designed in that style known as the
thirteenth century, or Early English, by John L.
Pearson, E,.A. Some good Gothic vaulting in
red brickwork may also be seen at the New Law
Courts, London. In executing the groin the
bricks must be cut so as to form a return on the
intersecting arch or vault ; but a proper bond, as
in square angles, cannot always be obtained, for,
instead of the bricks returning from right to left
and from left to right every other course, it will
be found necessary to sometimes return several
courses in succession, all from one side, before
getting what bricklayers would call "a tie."
This is caused by the groin not getting away fast
enough from an imaginary line drawn across the
arch from e to g Fig. 51. It is also impossible
to keep the perpends regular near the groin, but
they should be kept as regular as practicable with
a good bond on the groin.
Before the bricklayer can cut his bricks, the
ARCHES IN GENERAL.
59
centres must be placed m position, and the bricks
can then be cut to fit the intersection, which they
should very accurately, and when the centres
are " struck " present clean and well-defined
arrises. Fig. 51 is the plan of two semi-
cylindrical vaults, intersecting in the groins e f
Fig. 51.
and G H. The curve formed by the groin is an
ellipse shown in angular elevation on e f
by dotted curve. Sections of the vaults are
shown on A B and c d. Sometimes instead of
being as here shown, the intersecting arches are
Gothics, or one Gothic and the other semi- cylin-
drical ; but if what we have written be understood
no difficulty will present itself. In all such cases
the bricklayer must space his centre out into
courses, and turn the arches as any other arch,
with the exception of the groin, which must be
treated as described.
In Gothic vaulting, as described above, in
60 BRICKWORK.
^hich the spaces between the stone springers are
filled in M'ith brickwork, the setting out of the
courses is done by marking upward from the
intersection, or springing of the ribs, an equal
distance along the cross rib and the diagonal or
converging rib, and connecting these two points
with a line. Upon another line at right angles
with this, the courses may be pricked in from
springing to apex, and their beds shown by lines
parallel with the first line, connecting the ribs.
A sample of fan-groining, in red brickwork, may
be seen at the subway to the Crystal Palace,
Sydenham.
GAUGED-WORK AND ARCH-CUTTING. 61
SECTION III.
GAUGED-WOEK AND AKCH-CUTTING,
Gauged TTork.
" Cutting " is divided into " axed work " and
" gauged work." In the former the bricks are
finished with the Scotch, with just a rub or two
round the rubbing stone to take off the irregulari-
ties of the beds, allowing -nr of an inch joint for
tuck-pointing. This work is intended to represent
" gauged work," and is supposed to be a trifle
cheaper. " Gauged work " is a very superior
kind of brickwork, executed in soft bricks set with
a white putty joint, which should not exceed the
thickness of a new sixpence. The bricks used
are Fareham rubbers and T. L. B. rubbers for
red work ; and malm-cutters and sometimes white
Suffolks for malm or stock work. Of red bricks
Fareham Rubbers are the best ; they are of a
close, firm texture, will carry a sharp arris, and
weather well ; in colour they are cherry red.
No. ones T. L. B.'s are good bricks, though less
firm than Farehams, but of an even texture ;
they are divided by colour into two classes —
cherry-red and orange tint. The orange is gene-
rally used, as they contrast well with the red
building bricks, but will not carry so sharp an
arris or weather so well as the darker bricks.
" Gauged work " is often objected to on the
ground that it will not resist the action of the
weather. This we can refute by our own ex-
62 BRICKWORK.
perience, for we have taken out old "gauged"
arches in malms that have withstood for forty
years the acids contained in London smoke, and
have shown no signs of decay or disintegration.
We can cite another instance of the indurating
properties of " gauged work " in white Suflfolks
when exposed to the action of the atmosphere.
During the erection of the Rackham Street
Marylebonc Infirmary, some geometrical win-
dows in these bricks had to be cleaned down
some three or four months after erection. This
process had to be done by rasping the face of the
brickwork, and so hard had become the bricks that
it was with difficulty that an impression could be
made at all, the rasps sliding ofi" the work and
leaving a black mark ! Bricks in this condition
are said by bricklayers to be case-hardened.
This so-called case-hardening we attribute to
the process of setting. In good setting the bricks
are always soaked (not to saturation) in water,
which in a building in course of erection always
contains more or less lime in solution, which is
taken up by the brick while soaking, and by
exposure to the atmosphere becomes carbonised
and forms a hard coating, as it were, upon the face
of the brick. This case-hardening is also attri-
buted to " the silicic acid in the clay acting upon
the cbalk so as to form some of it into a silicate
of lime." Rubbers are purposely made much
larger than the ordinary building bricks to allow
for cutting and gauging them four courses to the
foot, though as a rule they will not hold out or
GAUGED-WORK AND ARCH-CUTTING. 63
bed more than 11| inches with close joints.
T. L. B.'s as they come from the brickfield
measure lOj X 4| X 3| inches.
They are also obtainable 12 inches long, but
bricks this length are only required for Camber
arches, or Gothic arches whose bed joints radiate
from the centre, as in Figs. 57 and 58, in which
so much of the brick is cut away to form the long
bevels on the soffit and crown, that the ordinary
sized bricks will not " hold out " to the required
lengths, and have therefore to be lengthened,
where necessary, by forming the long ''stretchers"
out of two three-quarter bricks (this will be best
understood by examining a few actual camber
arches) ; to obviate which, the 12 inch bricks
are made.
Setting.
In setting "gauged work" the joint is taken
up by absorption by holding the bed of the brick
in contact with the putty, which must have the
proper consistency and be kept in a small putty-
box made with a level top, so that the setter can
rest or steady his arm upon it while " dipping "
his brick. Before putting the brick in place, the
putty is scraped off the middle of the "bed,"
that it may set or joint more evenly. The joint
should not be touched after the brick is "bed-
ded," but should be left full like a small bead.
Stone lime should be used for setting, as chalk
lime is not fit for out-door work. Axed-work is
generally set with putty and cement. If the
64 BRICKWORK.
work has to be carved deeply, it is best to build it all
" headers," and " grout" it in solidly at back with
Portland cement, that the bricks may not break
up or get disturbed under the chisel of the carver.
A composition of whitening and patent knotting
is more frequently used than lime-putty for
bedding or setting work intended to be carved,
and for ornamental key-blocks made up of two or
more bricks. It will be found most convenient
to put such keys or blocks together in the cutting-
shed, and take them upon the building to be set
as one piece of work. These remarks apply
equally well to the niche hood in every particular.
Gauged work intended to be bedded in the above
composition should be quite free from moisture ;
but the bricks should not be placed round a fire
for this purpose, as they often are, for by so doing
they are made fragile and are easily broken. It
is, therefore, very imperative that a good water-
tight cutting-shed be made for the bricklayer and
another shed for the bricks.
Drawing and Cutting Arches.
This forms a very important branch in the
trade of the bricklayer, and a thorough knowledge
of it is indispensable to the operative who would
be master of his trade. In this section we will
endeavour to make clear not only the setting out
of the various arches, but how to take off the bevels
and moulds, and apply them to arch-cutting.
An understanding of this will not be so difficult
as may at first sight appear. The tools required
GAUGED-WORK AND ARCH-CDTTIXG. 65
for this work are — the rubbing-stone (which should
not exceed in diameter 14 inches), hammer, boaster,
Scotch, scriber, and tin-saw. The scriber is a
small tin saw, used for marking the beds and
bevels on the bricks.
The Bulls-Eye
Should have four keys, a, b, c, d, which when
possible should be " stretchers ;" but as this
cannot always be done unless rz
by very much reducing the
size of the courses (techni-
cally called roussoirs), they r{:^z=L. f-^-^^-^6
are, therefore, frequently
put in as in Fig. 52. The
face mould for this arch is
obtained by making a wooden Fig. 52.
pattern, as at d, on which the actual length of
the brick is marked, and also its bevel, which
is taken off the drawing by placing the stock
of the bevel along the bed joint, and moving
the blade until it coincides or is in line with
the soffit of that particular brick whose bevel
is required. All the courses have the same
bevel and the same length. It is usual to have
two moulds made, so as to trace or traverse
the courses round the arch, to ensure that
the key brick will come in rightly (though one
mould and two parallel straight edges would do
equally as well) ; for if the mould be in the
least inaccurate, the inaccuracy will be trans-
mitted to each brick, and this multiplied by the
66 BRICKWORK.
number of courses in the arch (in this case 36),
supposing the inaccuracy to be iV of an inch,
would amount to 2j inches, in all probability
the thickness of a course. Having proved
the moulds, the pattern brick or soffit is marked
lower down on the mould, that the brick when
cut will be the thickness of a joint less than the
brick shown on the setting out. The bevel of the
thick end or c.rtrados, as it is named, is the same
as that of the soffit.
The arch cutter will find it most convenient to
have a square piece of wood, 4| by 9 inches, with
parallel sides, which held flush with the soffit
will give the exact place and bevel of the cross
joint, and held longwise the length of the brick
and its end bevel.
In cutting, the first operation is to square the
bed and face of the brick, after which the soffit
is bevelled. The brick is then placed on a bedding
board (a piece of slate or wood with a straight
even surface) in the same position that it will
have in the arch. The face mould is applied to
the brick with the soffit mark against the soffit of
the brick, and the scriber drawn along the top
edge of the mould marks the wedge shape which
the brick will have when finished. The back of
the brick is marked in the same way, and is then
finished with theboaster, Scotch, and rubbing stone.
Semi and Skgmknt.vl Arches.
What has been said of the bulls-eye applies in
every respect to the semi (Fig. 70) and the seg-
GAUGED-WORK AND ARCH-CUTTING.
67
i^.''''
Tig. 53.
ment arch. To draw the curve (Fig. 53), tlie
span and rise being
given, bisect the line
a 1) with c d; join eb,
and bisect this line
•withih; a line drawn
from ^ through b will
give the line of skew-
back. Taking the dis-
tance i b in the com-
pass, with one leg-
fixed at /, the lower curve may be drawn from
b to a. Nine inches measured along the skew-
back from b will give the point from which to
draw the outer curve. On the outer curve, with
c d as centre line, set out 3 inches, or whatever
a brick with its joint will hold out, and with the
mould (shown by dotted lines) trace the courses
down to the skewback, increasing or diminishing
the thickness of the brick as may be required by
raising or lowering the mould.
The Camber Arch.
Fig. 54 is a camber, 12 inches deep, in Flemish
bond. The skewback is obtained by taking in
the compass the distance a b, and from these
points, with a b as radius, drawing the inverted
Gothic ; a line from c through b will be the line
of skewback, or springing. To draw this arch
when the skewback is given — say 4i inches — from
the centre line set off the distance between the
reveals from a b; 12 inches above the springing.
68
BRICKWORK.
draw the line d c, and from centre Kne along d e
measure off a distance 4| inches beyond the reveal ;
from this point draw a line through b, intersecting
the central line in c. On d e measure off 1| inch
each side of the centre line, or whatever a brick
with its joint will measure. Lines drawn from
these two points to e will represent the key, and
also the face mould. Make two moulds 9 inches
(4| inches at each end) longer than the key.
With the mould, shown by dotted lines, upon
the key, on one of its edges,/; where a h meets it,
make a pencil mark. Put the other mould on top
of this and transfer the mark to it. "With the
two moulds, keeping the pencil mark always on
the line a h, traverse the courses in down to the
skewback as described in the bulls-eye. Take off
the bevels, starting from the skewback, and pencil
GAUGED- WORK AND ARCH-CUTTING. 69
them upon the mould, 1, 2, 3, and so on, as shown
in Fig. 00, a, which is a mould with the lengths
and bevels of each course upon it. One-half only
of the arch need be set out. The cross joints
may be cut in the courses with the saw and
parallel board, as previously described, always
working from the soffit. For greater accuracy
and distinctness, the bevels may be pencilled on
the back of the mould, at the top end, keeping
them some little distance apart, and numbering
them as already described. The courses may be
traversed in by working from the. top line d e,
instead of from the soffit, marking on the mould,
downward from the top mark, the length of each
course. Having thoroughly understood the set-
ting out and cutting of this arch, no difficulty will
be experienced with any of the ordinary arches.
The soffit generally cambers \ of an inch to the
foot.
The camber is not suited for large openings, or
where any considerable weight has to be carried,
as it is in reality not an arch at all, but simply
an arrangement or scheme.
The Gothic Arch.
Bisect the line a b, Fig. 56, with c d, and draw
ad; from these two points with the compass
^0
BRICKWORK.
opened to more than half their distance draw the
arcs s f. Through their intersections draw a line
meeting « 6 in y, from which point with the
compass opened to a, draw the curve a i d, and by
extending the compass, its parallel curve. From
h draw the curves on the right-hand side. The
bed joints radiate from // and g, as shown by-
Fig. 57.
dotted lines. To do away with the very wedge-
shaped key, the joints are sometimes radiated
from the centre, as in Fig. 57. This key is also
GAUGED- WORK AND ARCH-CUTTING. 7.1
objected to by some on account of the oddness of
its appearance at the key — a " stretcher" on one
side and two "headers" on the other (this is what
bricklayers call keying in with a joint), to pre-
vent which a " birdsmouthed " key is used, Fig.
58. In the last arrangement the arch has an odd
number of bricks, in the two former an even
number. Whatever objections may be urged
riff. 5s.
against the appearance of Figs. 56 and 57, the
birdsmouthed key in Fig. 58 is decidedly wrong : —
*' The essential character of the Gothic arch is
derived from the absence of the key-stone, and
from the presence of the perpendicular joint or
opening in the centre where the archivolts rest
against each other. Until we find this feature,
Gothic architecture does not exist," — Normand)/ :
Archifcctiirc of the Middle Ages.
Fig. 56 is made up of two segments of a
circle, and the mould is obtained in the same
way as that for the segment. The moulds for
Figs. 57 and 58 are obtained in the same way as
that for the camber, the bricks being all of a
72
BRICKTVORK.
different bevel and length. These like the cam-
ber are schemes, not arches, as the bed joints do
not fall -within the lines of radii.
The Ellipse Gothic Arch.
Divide the span a b, Fig. 59, into three equal
parts ; take two parts in the compass, and with
one leg fixed at a draw the arc d e, and from d
Fig. 59.
the arc a e. In the same way draw the arcs l f,
cf. Through e and d draw the line eg; through
c f the line / //. TTith d as centre, radius d b,
draw the arc b i, and from e, radius e i, the arc
ij. The points from which the joints radiate are
shown by dotted lines. Two different face moulds
are required for this arch.
The Semi-Ellipse Arch.
Divide the span a b, Fig. 60, into two equal
parts, a c, c b, and a c, into six equal parts, 1, 2,
GAUGED-WOKK AND AROH-CUTTINO.
'3
3, 4, &c. From c towards b measure off two of
those parts, and with the distance 4 d in the com-
pass, and one leg fixed at 4, draw an arc cutting-
the centre line in e. Through e cl draw the line
ef; with d as centre, radius d b, draw the arc
b g, and from e Avith radius e g, the arc g h. Two
ways are here shown of putting in the courses —
one in which the joints radiate from their centres
or foci d e, the other from c the centre of the
opening. In the second method the lengths and
bevels of each brick would be different. The first
is an arch, the second a scheme, and is never
adopted except in face work when, in the opinion
of some people, it is desirable to have the courses
all one thickness, even at the loss of strength.
In the second method the mould, lengths, and
bevels are taken off in the same way as those of
the camber.
74
BRICKWORK.
The Yexetian Arch.
This so-called arch, Fig. 61, is made up of the
camber and semi, and was a few years ago very
much used in the construction of three-lig-ht
Fi?.i:i.
windows, sometimes with and sometimes nithout
supporting muUions. Without mullions it is a
very weak construction, and incapable of carrying
much weight. But in this case it is generally
allowed to have a bearing on the head of the
solid window frame by showing less than 4^ inches
on the soffit. It is sometimes relieved by a gauged
discharging arch above it. Having drawn the
GAUGED-WORK A^'D ARCH-CUTT1^■G.
75
semi, draw the parallel lines a b, e d, and through
their points of intersection e f the line eg. A
line from g through a will be the line of skew-
back. This re]3eated on the opposite side will
find /. Next draw the angle brick j, the joints in
the semi radiating from //, and the joints in the
camber from /. Two diflferent face moulds are
required, which with the lengths and bevels of
the courses must be taken off in the same way as
described in the camber.
The Scheme Arch.
Fig. 62 is the same as the segment, with this
di£terence, that instead of springing from its
proper skewback c h, and its courses radiating
from c, the curve is brought down to a level line
or very near it, and the joints radiated from the
centre of the opening in the level line. The
scheme is the offspring of an antiquated and bad
taste, and is not much used in the present day.
One would think that its ugliness and want of
truth would entirely forbid its use. It is treated
by the cutter in the same way as the camber arch.
e2
BRICKWORK.
Tic. 03.
The Semi-Gothic Arch.
To draw the semi- Gothic, Fig. 63, bisect (divide
into two equal parts)
1 the line a h with the
perpendicular c d, and
Laving determined the
height of the apex d,
from d draw the line
d h, and from these
two points the arcs
through which the
line € f passes, inter-
secting the cord a l
in e. Now with the distance e h in the compass
draw the Gothic or outside curve. Repeat this
operation on the other side and the outline of the
arch will be drawn. To fill in the courses divide
the sofiit or semi into equal parts, whatever a brick
will work or " hold out," and from the centre c
through these parts radiate the courses as shown.
The moulds are taken off as described in the buUs-
cve, and traversed from the key downward to the
springing, taking care that the soffit mark on the
mould always comes on the soffit of the arch.
Having done this, mark on the mould the length
of each course, which will also give the bevels of
the top ends of the courses. The mould is shown
on the springing course with the length and the
outside bevel marked on it ; g is the soffit mark to
cut to; allowance must be made for the joint.
GAL'GED-AVORK AND ARCH-CUTTIXG.
77
Gothic on Circle Arch.
rig. 64 shows the way to set out the moulds
for a Gothic arch in a turret or bay that
is circular in plan. Draw the elevation of the
arch and the plan of the wall. A little considera-
Fig. 64.
tion will show that the face of each course has a
different curvature or "sweep," that at the spring-
ing having the greatest — equal to the wall itself
— and the key the least, the curvature becoming
less as the courses approach towards an upright
position. A separate section mould must therefore
be obtained for each course. Divide the bed
78 BRICKWORK.
joint of tlie course d whose curvature is required
into a number of equal parts, from which drop
lines square with ./■ ?/, and intersecting the outside
curve in o, 1, 2, 3, 4 in plan. Draw o p parallel
with X y, and transfer the distances 1, 2, 3, 4
from 0 p in plan to lines or ordinates square with
the bed joint of the course whose curvature we
are obtaining. A line drawn through these points
will be the curvature of the section or soffit mould.
By the same method the curvature of each course
may be obtained. If all the soffit moulds were drawn
connectedly, as a r., we should have what would
be called a development of the soffit. The Gothic
on circle is the same principle as circle on circle.
To Find the Soffit Mould.
From a drop down the two left-hand lines
passing through the circular wall below x y.
From their intersection with the two curves draw
lines parallel with .>■ y. Take the thickness of
the soffit in the compasses, and with one leg fixed
anywhere in the upper line draw an arc cutting
the lower line ; these four points connected will
give the soffit mould a. Moulds for two course,
a and h, are shown ; the others are obtained in
the same way. This arch in practice is generally
cut by rule of thumb, or what workmen call
" near enough," and rubbed down to a suitable
shape when the building is up, and its faults
hidden with stopping of the colour of the bricks.
But where perfect accuracy is required the moulds
must be obtained as shown.
ORNAMENTAL BRICKWOKK. 79
SECTION IV.
ORNAMENTAL BEICKWOEK.
Ornamental brickwork in this coimtiy has
reached its greatest height in connection with
the Queen Anne style of architecture, as elabo-
rated in the present day. The oriel windows of
the Tudor, the ornamental gables and picturesque
chimneys of the Elizabethan, are all merged into
it, and with such a profusion of carving as to be
unprecedented in any former age. Indeed, to
such an extent is this being carried as to call forth
from one of our most popular architects the asser-
tion that we are fast departing from the yernacular
of our street architecture. Let us rather say, if
we may use the expression, that we have entered
into the Augustan age of brickwork, in which
the stuccoed front with its hidden carcass of
"shuffs" and "place bricks" — often the refuse
of the brick-field — is superseded by that which is
what it appears to be, bearing on its face the
unmistakable stamp of truth !
The Niche.
Figs. 65, 66, and 67 are the elevation plan and
section of a niche in Flemish bond. This is con-
sidered by bricklayers to be one of the most artistic
pieces of work in connection with their trade.
There are two kinds of niches, the semi and the
80
BRICKWORF.
elliptic. In tlie former it is circular in plan and
elevation, in the latter it is elliptic in plan and
circular in elevation. If that in our illustration be
understood, no difficulty will be experienced with
Tig. cc.
the others. The back or upright part is built to a
template forming a semicircle, and the bond set out
as shown on plan Fig. G6, the joints of one course
being shown by thick lines, and those of the
ORNAMENTAL BRICKWORK.
81
course below by dotted lines. But ft is the hood,
the more difficult part, that we wish to explain.
To make the centre, two pieces of wood, each a
semi of the same circle as the niche, are nailed
together with brackets in the internal angle (Fig.
68), and the space between the brackets filled in
with core, pieces of bricks and mortar, and the
surface finished with plaster of Paris, by means
of a template a little more than a quarter of a
circle (called the generating circle) fixed with a
gimlet to the back of the bottom semi. The
0. CcnJbre/
of (jbrdtrfj
Fig. 68.
template rotating upon the gimlet as an axis,
with the other end of it carried round the edge
of the upright semi, a quarter of a sphere will be
described or generated.
"We have now got the centre or turning piece.
Next draw the front arch as an ordinary semi arch,
and mark the same number of courses on the top
of the centre to represent the soffits. Then with
E 3
82
BRICKWORK.
a plianth straiglit-edge or the rotating template,
mark tlie courses on the plaster centre, all meet-
ing in a needle-point where the gimlet entered ;
but as the bricks cannot be so finely cut, a small
semicircle or " boss " is introduced of such a size
that the bricks at the points where they meet it will
be in thickness about half an inch. The courses
are all of the same length and bevel, and the
soffits must be bevelled in the same way as those
J^-..-.-- ;
i — -''"
1
I
Fig. 69.
of an ordinary semi arch ; and by looking at the
elevation and section we see that the hood is made
up of a series of semies increasing in size from
the " boss " to the face arch.
ornamental brickwork. 83
The Niche Mould.
The lengtli of the course must be measured
from where it meets the " boss " to the outside of
the 9-inch face arch. From h, Fig. 69, draw a
line square with c d, and on it mark a distance
/ h equal to the arc a c, and from /a distance /gr
equal to c e, making g k equal to r/' Ic in elevation
(Fig. 65) ; connecting these two points with the
circle h we obtain the
mould. The length of c a
is obtained by dividing it
into small spaces and
transfering them along
the line h /; / g is the ^'s-^^-
length of the key brick, and is shown turned up
into its proper position c e.
Moulded Courses.
It is the work of the bricklayer to cut and form
all kinds of mouldings, dentils, entasis columns,
flutings, and such like members in gauged work,
leaving the more intricate, such as design and
foliage, to be executed by the carver. Fig. 71
shows the kind of box that is used for cutting
moulded bricks to any required section — in this
case an ogee. The box is generally made to hold
two headers or one stretcher. The brick or
bricks, having been squared and rubbed down to
the required thickness, are placed in this box and
with the bow-saw roughly cut out, and then
rubbed down to the section of the box with a
84
BRICKWORK.
rasp, and sometimes a piece of straight gas-pipe
to form the hollow members, the bricks being
Fig. 71.
very soft. Care must be taken that the bricks
be not wedged up or cramped too tightly in the
box so as to " flush " the edges ; and here we
miffht mention that it is sometimes advisable to
work the bricks a little wide, that in case of
" flushing " they may be brought up to an arris
by a rub or two on the stone. The cross piece or
pieces on the top of the box are omitted for the
sake of clearness.
Ornamental Arches
are those that have movdded soffits ; and in such
as the semi and segment, and in fact all that
have the courses to one bevel, the moulding
may be worked square, and applying the face
mould cut in every respect similar to an arch
with a square soffit. In this case one bed (the
bottom one) will be square with the soffit.
ORNAMENTAL BRICKWORK. 85
and the other very much wedge-shaped. The
courses must be cut rights and lefts, but the key
and two springing bricks must be wedge-shaped
from both beds, otherwise they will want bedding
up with large joints to fit the centre, and thus
spoil the appearance of the arch.
"When a camber, or any arch whose courses
have different bevels, has to be moulded on the
soffit, the bricks must first be bevelled and after-
wards moulded, and, lastly cut to the required
shape and length by the application of the face
mould, as before described.
The Oriel "Window
belongs peculiarly to ornamental brickwork
(stone constructions being entirely excluded from
this work), and we may add red brickwork.
The first thing to be considered in connection
with the oriel is its counterbalance. In all
heavy projections in brickwork York flagging
stones are employed ; they are built into the
main wall from which the projection starts, pro-
jecting to a distance suitable for the work. The
weight of the projection on the stones is counter-
balanced by the greater weight of brickwork on
the other ends of the York slabs. But in the
present case a girder or rolled iron joist, running
in the direction of the wall line, and entering
some 12 inches into the brick wall forming the
side jambs, would have to be placed sufficiently
low to allow the floor boards to pass over it. The
flags and the weight upon them would be counter-
86
BRICKWORK.
balanced by tbe girder. Tbe principle of
counterbalance is known to bricklayers by the
name of " tailing down."
The whole of the oriel (Fig. 72) as shown
Fig. 72.
would be in brickwork, " gauged " and set in putty.
The projecting courses, as the moulded string h,
and the window-sill would be covered with 5-lb.
lead, slightly projecting to form a drip for the
water or rain.
ORNAMENTAI. BBICK"WORK. 87
The base liere shown would be surmounted
with mullions in brick or wood (most likely
wood on account of its comparative lightness),
and finished either with a semi-coned tiled roof
or a balustrade. TVindows of this type may be
seen at Carlyle House, Chelsea Embankment ;
and the Agnew Picture Gallery, New Bond
Street.
The bricklayer when setting out the work
must strike all the successive courses from one
point, c, regulating the length of the radius-rod
for each course. Each course must radiate from
Cy as shown in plan, and the face of each brick be
worked to the required sweep or curve. The
bevels (which will be different for each and every
course) will be obtained by placing the stock of
the bevel on the line representing the bed, and
bringing the blade to coincide with that portion
of the curve representing the course we are about
to cut. Let the bevel of the course marked a be
required. Place the stock of the bevel on the
third line below the moulded string h, and shift
the blade \mtil it fit the curve of the course a.
The bevels for each course must be obtained in
the same way. The plan in this figure may be
considered as a horizontal section just above
the string course h.
Orxa:mental Gable or Pediment.
Figs. 73 and 74 are part front and end eleva-
tions of an ornamental gable or pediment. The
moulding is composed of the members known as
88
I3RICKAV0UK
the ovolo, the cavetto, and the ogee. In orna-
mental brick copings it is usual to form the top
fillet with two courses of red tiles, well soaked
and closely and neatly set in cement, with the
1 1
1 !
' 1 ' 1
1 1
1 1
1 1
1 1
^^^^'^V^
Fig. 73.
joints proj^erly broken, as here shown. Some-
times lead is substituted for tiles. Here we have
shown a gablet^ a, but in practice the tiles are
more frequently brought down to the bottom of
the coping, the gablet being dispensed with.
Gothic 'WI^'DO"^v.
Fig. 75 is a two-light ornamental Gothic
window with 2-inch beaded or chamfered reveals.
The whole of the work under the large arch
would be recessed back from the general wall
line. The side piers a and b for uniformity
sake might be built in half bond, similar to that
ORNAMENTAL BRICKWORK.
89
of the 9-inch inuUion ; but the proper bond
would be to start from the reveal with a header
and closer, the same as that shown on the reveal
under the large arch. The tympanum is filled in
with 45- inch work in 9-inch blocks, each block
being made up of three bricks, and called
"blocking courses."
The label or dripstone, c e, enclosing the large
arch, for the sake of contrast might be in Port-
land stone. The whole of the work here shown,
excepting the reveals of the large opening, might
be in "gauged" work or in " axed " work ; or the
90 BRICKWORK.
arches alone miglit be "gauged" or axed, with
the tympanum filled in with good building bricks,
selected for colour and shape and neatly pointed,
making a Tery effective as well as economical
ornamental feature.
The saddle-back springer on the mullion might
with advantage be in stone. "Windows of this
kind may be built for cased frames with sliding
sashes, but they are more generally built in neat
work inside and out, with 9-inch jambs, grooved
to receive lead lights. Ornamental brickwork is
a subject in itself, that to adequately describe
would require more space than can be given to it
in a treatise of this dimension.
Mr. Euskin, advocating its use, says : " Here
let me pause for a moment to note what one
should have thought was well enough known
in England, yet I could not, perhaps, touch
upon anything less considered — the real use
of brick. Our fields of good clay were never
given us to be made into oblong morsels of
one size. They were given us that we might
play with them, and that men who could not
handle a chisel might knead out some expression
of human thought. In the ancient architecture
of the clay districts of Italy, every possible adap-
tation of the material is found, exemplified from
the coarsest and most brittle kinds, used in the
mass of the structure, to bricks for arches and
plinths, cast in the most perfect curves, and of
almost every size, strength and hardness; and
moulded bricks wrought into flower work and
ORNAMENTAL BRICKWORK. 91
tracery as fine as raised patterns upon china.
And just as many of the finest works of the
Italian sculptors were executed in porcelain,
many of the best thoughts of their architects
were expressed in bricks, or in the softer material
of terra-cotta ; and if this were so in Italy where
there is not one city from whose towers we may
not descry the blue outline of the Alps or Appen-
nines — everlasting quarries of granite and marble
— how much more ought it to be so among the
fields of England." — Stones of Venice, vol. ii.,
p. 260.
Judging by the remarks in the above quotation,
one is led to think that the brickmakers of
mediocval Italy were more skilled in their craft,
or at least happier in results, than their fraternity
of modern times ; for, with few exceptions, we
have found moulded work wanting in that truth-
fulness of form which distinguishes cut or gauged
work. Doubtless this, in great measure, is due
to the large amount of unskilled and juvenile
labour employed in our brickworks, to the careless
manipulation of the work, and the hurried de-
mand for the material. To be assured that true
form can be obtained in ceramic wares, one has
only to look at the Natural History Museum,
London.
92 BRICKWORK.
SECTION Y.
r.OOF-TILIXG, POINTING, Eic.
Tiling.
Tiling is a branch of the bricklayer's trade, and
owing to the rage for red-brick buildings is now
very much in use. One advantage of the tiled
roof is that it is cool in summer and warm in
winter, but on acount of their weight stronger
timbers are required than for slates. The Broseley
tiles are considered the best ; they are 10| inches
long, 6 inches wide, and f of an inch thick, and have
three nibs or projections at the head for hanging.
Good tiles are fairly smooth and slightly vitrified.
Those of a bright red or clayey colour, with no
vitrification, are absorbent, and not so capable of
resisting the weather. Six kinds are used in good
work, viz. under-eaves or three-quarter tiles, plain
tiles, hips and valleys, ridge tiles and tile-and-a
half, the last being used for cutting up to valleys
and hips, and forming gables, so as to do away with
the half tile that would be required to break joint.
Valley and hip tiles are purposely made to suit
the angles of the roof. As the tiles come to the
hand of the tiler he should throw out the straight
ones to be used by themselves, while those that
have a hollow bed should be also kept by them-
selves, as the straights will not lie close on the
hollows. Good tiling is characterised by the tails
of each course fitting closely upon the backs of
the tiles in the course below them ; by the cross
ROOF-TILING, POINTING, ETC. 93
joints or "perpends" running in straight and
regular lines from eaves to ridge, the vertical joint
between each Uyo tiles coming immediately in the
middle of the tile below them ; by the hips and
valleys being in the same plane as the sides of the
roof of which they form a part. It is a common
sight to see hips standing up above the roof, so
as to have more the appearance of ridges than
hips. As the tiles are ordered before the roof is
on, the angles should be set out and sent to the
tile-maker to insure getting them to the required
angle. The contained angle of hip tiles is made
10^ greater than the contained angle formed by
the intersection at the hip of the two sides or
planes of the roof, to allow for the tilt and the
thickness of the two eaves-tiles. For the same rea-
son the valley-tile is made 10° more than the re-
entering angle of the roof. In our experience we
have frequently found that the contained angle
has been guessed at or obtained by some " rule of
thumb," and with the consequence that generally
ensues from such work, viz. that the angle con-
tained within the hip tile has been either too
acute or too obtuse.
Tiles are either laid dry on close boards, with
battens above for hanging them, or on open bat-
tens, in which case they should be bedded in lime
and hair mortar. The most modern and improved
way of hanging is shown in Fig. 76. The boards
are 6 inches wide and are feather-edged, the top
edge being ^ of an inch thick. Here we have a
boarded roof without battens, and one that will
94
BRICKWORK.
keep out the weather if the tiles should get broken,
for the rain would cause the wood to expand, and
thus tighten the joints of the boards, to the exclu-
sion of all rain. The first course — the eaves and
under-eaves — should be bedded in hair mortar.
The " lap " (the distance that the tail of the third
tile overlaps the head of the first) should be
rig. 70.
3 inches. The "gauge" (the distance between the
tails of two consecutive courses) can always be ob-
tained by dividing the length of the tile (measured
from the under side of the hanging nibs) less the
lap by two. Thus, (IQi - 3) -r 2 = 3f , the "gauge."
Pioors HAVING Different Pitctiks.
"SYhen roofs of different pitches intersecting in
hips and valleys occur, the tiler has generally a
ROOF-TILING, POINTING, ETC.
95
deal of trouble, and consequent waste of time,
through carpenters frequently insisting upon
intersecting the battens ; and very often after
much time has been wasted, and a portion of the
tiling done, it is found necessary to tear off all
the battens to correct the error.
The following rule will prevent such an error.
Draw the plan of the two roofs (Fig 77), of
different pitch, and from the centre of the valley
set out two parallel lines, a h, c d, representing
the true width of the tails of the valley tiles,
which is from 1| to 2 inches. On a-// at right
angles with the eaves of the main roof draw its
section, on which set out the gauge 1, 2, 3, &c.,
96 imicK\voniv.
and drop lines square with xy and intersecting
the line a h. From these points of intersection
square the short lines across the valley, and from
where they intersect the parallel c d draw lines
square with x y and intersecting a section of the
smaller roof. The distance between any two
points on y' g will be the "gauge" for the smaller
roof. The line 3 on each section is drawn to
their intersection, which is not in the centre of
the valley, but very much on one side of it, thus
proving the popular error of intersecting the
battens in the middle of the valle}'.
The "gauge" for hips should be obtained in
the same way, excepting that the parallel lines,
a b, c d, must be the same distance apart as the
extreme points of the tail of the hip tile, measured
in a straight line from point to point square with
the hip.
To OBTAIN THE NeCESSAPvY AxgLE OF Ilir OF
Valley Tiles.
Draw a h, Fig. 78, the plan of the hip, and
erect a perpendicular, a c, the true height of the
top of the hip. Draw a line from c to b, and
the angle a h c will be the true inclination of the
liip. Draw ed square with a b, cutting the eaves,
and from ./'a line square with c b ; with this as
radius, from the point ./' draw the semicircle,
and from where it cuts a b draw the lines er/, d g;
e (J d is the angle required for the hip tiles, or in
other words it is a section or cut through the roof
at right angles with the hip. The angle for
ROOF-TILIKG, POINTING, ETC. 97
valley tiles is obtained in the same way, remem-
bering that tbe hip is a salient ai gle and the
valley a re-entering angle.
Pointing.
Pointing is divided into two classes, tuck-
pointing and flat-joint pointing. In tuck-point-
ing the joints of the brickwork are filled in with
mortar or stopping, of generally the same colour
as the bricks, and rubbed down to a level surface
with a piece of sacking or soft brick of the same
colour as the work, and a putty joint made of
lime and silver-sand placed upon it. Stone lime
should be used for outside work.
The mode of working is to have a parallel rule
from 8 to 10 feet long, 5 inches wide, and 5 an
inch thick, with one feather edge and four cleats
-fV of an inch thick tacked on to the back to
93 BRICKWORK-
afford room for the putty that is cut off to fall
through. The putty is spread out on the rule
from which the bricklayers, one at each end,
take it off with their jointers, and with the rule
against the "waU, working on the top edge, trans-
fer it to the wall. The ragged edges are then
cut off with the Frenchman or knife, and the
loose particles brushed off with a soft brush.
Tuck-pointing is not suitable for outside work,
as the putty joints projecting beyond the general
surface arrest the weather and are consequently
soon destroyed, unless protected by heavy pro-
jections.
Flat-joixt Pointing.
This is the most general and durable kind of
pointing. It should be made up of washed sand
and stone lime several days at least before using
it, that it may by the process of retempering
acquire toughness, which will add very much to
its durability and facility of working. The joints
should be finished flush with the work (excepting
in " weather-jointing," when the top of the joint
should be kept back ^ of an inch, and the bottom
flush to shed the rain) and neatly cut off top and
bottom with the Frenchman, and brushed off.
To ensure good pointing, the work should be
well raked out and wetted not sparingly. If the
joints are deep they should be filled in by going
over them twice with tolerably stiff mortar to
prevent cracking, and the work done with point-
ing trowels. Jointers should not be used under
ROOF- TILING, POINTING, ETC. 99
.any pretext. In first-class work the pointing is
done as the work proceeds during erection, and
forming one body with the building will, if the
mortar be good, last for many years.
Malm work for tuck-pointing is generally
stopped in with mortar, coloured with yellow ochre
(21bs. of ochre to each hod of mortar), but it
will bo found best to use no colour in the stopping,
as by its earthy nature it very much injures the
setting and hardening properties of the lime,
which in a great measure accounts for so much
pointing perishing soon after it is done. Stop
the work in with good mortar, as described in
flat-joint pointing, and rub it down with a soft
malm, leaving the dust on the work, and with a
soft stock brush go over it lightly with hot alum
water. One pound of alum to 3 gallons of water.
White Suflfolk bricks for tuck-pointing, are
treated in the same way, rubbing the work with
a soft white Sufiblk instead of with a malm.
Red work for tuck- pointing is stopped in with
mortar coloured with Venetian red and Spanish
brown, with sometimes a little vegetable black
added. The colour of the stopping must be
determined by the colour of the bricks, so as to
match them. It is best to avoid colourinff the
bricks, but when stopped in rub them down with
a soft brick, and apply alum water or white cop-
peras, as already described. One pound of cop-
peras to 3 gallons of water. The appearance of
red brickwork is often spoilt through the applica-
tion of colour.
F 2
100 BRICKWORK.
To clean down red work, mix a pint of spirits
of salts with a pailful of water. This applied with
a stock brush will leave the work clear of all
lime spots, &c. It maybe done on work recently
erected, in which the joints have been struck
during erection, and without injuring them.
Copperas is very much used in connection with
stock work, especially when the bricks are in-
ferior or of a bad colour. One pound of green
copperas is melted down with every 5 gallons of
water. It should be mixed several days before
required, and enough made to finish the job, that
it may be all one colour. A small nob of lime
mixed with the copperas very much heightens its
colour. The copperas should be tried on the
work to match it before being generally used,
and weakened down by the addition of water if
found necessary.
Burning Cl.vy into Ballast.
The use of burnt ballast is increasing every
day, both for purposes of mortar and concrete. The
chief reason for this is its cheapness in comparison
with the cost of sand, for while sand costs from
OS. to 7s. a cube yard, varying according to the
locality, burnt ballast can be produced, including
all materials and digging of clay, with a run of
about 60 yards, at 2s. 6d. a cube yard. While we
reiterate that for mortar nothing better than clean
sand of a sharp angular grit can be used, we do
not wish to be understood as condemning the use
of burnt ballast. Thoroughly burnt and cool, with
KOOF-TILING, POINTING, ETC.
101
the large aggregations (sponge- like lumps whose
parts touch each other here and there, and are
held in contact by vitreous matter) broken up,
and the whole mixed with a fair proportion of
Thames ballast or clean gravel (see previous re-
marks on this subject in Article on Concrete), is
capable of making a good concrete, for the ab-
sorbent nature of the ballast attracting the sili-
cates of the cement or lime, which entering the
pores form so many threads or ties binding the
whole mass together, and unlike Thames ballast,
with its non-absorbent and smoothly water-worn
surfaces, which simply beds itself in the matrix
with comparatively little adhesion.
Stiff or strong clay, just as it is dug up, is the
best for burning, as it requires the least firing
and will make the best ballast. The heap is com-
menced by forming a cone of clay, about 3 feet in
diameter and 5 feet in height, formed round a
piece of pole placed on end as a centre. Fires are
then made round the cone by placing bricks on
edge forming a channel leading up to the centre.
These are filled with wood and coal, and covered
over and cased with a layer of clay about 6 inches
thick before lighting. As the fire burns through
it must be drawn down, which is done by means
of long-handled prongs made specially for the
work, and strewn with small coal called '' slack,"
and covered with another layer of clay. The
thickness of the layers of clay may be increased
as the work proceeds, until they become from
18 to 24 inches, not forgetting the sprinkling of
102 BRICKWORK.
" slack " on each layer of clay. Care must be
taken that the fire be drawn down, as it naturally
draws to the top, and the unburnt portions thrown
up into the fire. "When the clay is thoroughly
burnt the fire will go out.
Building Additions to Old "Work.
When building additions to old buildings, it
frequently occurs that the old work is found to
be considerably out of perpendicular, generally
overhanging. In such a case it is best to carry
up with the new work, just where it joins with the
old, a pier or pilaster, forming a break in the wall
line, which will enable the bricklayer to keep the
new work upright and hide the fault of the old,
which otherwise would be exposed by junction
with the new. The projection of the pilaster will
of course be regulated by the amount that the
work is out of the upright.
Fire-proof Floors.
Fire-proof floors are now very rarely constructed
in bricks, being almost entirely superseded by tile
arches brought to a level with concrete, or con-
structed with rolled joists and concrete alone, or
with cement and breeze, but more generally with
Dennett's Patent, which is a concrete composed
of broken bricks and gypsum. But in very large
warehouses, and where great weights have to be
carried, the fire-proof floors are still constructed
with brick rings carried on rolled girders.
APPLIED GEOMETRY.
103
SECTIO]S' YI.
APPLIED GEOMETEY.
Geometry of all studies is to the artisan the
most attractive and useful. The problems given
here are such as may be applied by the bricklayer
to every-day practice, and therefore come within
the meaning of the term applied geometry. But
we would advise the young artisan not to rest
satisfied with a Icnowledge of the few problems
given herein, but to take up the subject as a
separate study, and familiarise his mind with its
principles, so as to be able to apply them generally
and with understanding.
To draw a square u-hose siqyerjicial area shall equal
the sum of two squares whose sides are given.
Let A B (Fig. 79) be the given sides. Draw
the lines c d, e f at right
angles, and from g set oflf
G H equal to a, and g k
equal to b : a line drawn
from H to K will be the side
of the required square. On
G K complete the square
G M, N. K ; and on g h the
square ii l e g ; and on h k
the square ii k o p. The
area oi this square will
equal the combined areas of the two smaller
104 BRICKWORK.
squares. To make this more clear, suppose the
line A to be 8 inches and b 6 inches. The square
of A would be 8 X 8 equal to 64 ; and the square
of 6 would be 6 X 6 equal to 36, which added to
64 makes 100. By drawing a and b square with
each other and joining their extremes with a
straight line, we will find that line to measure ex-
actly 10 inches, and the square of that wiU be 100.
The principle of this problem is that a square
erected on the hypothenuse (the longest side) of a
right-angled triangle is equal to the sum of two
squares, erected on the base and perpendicular of
the same triangle. Its application to practice is
shown in the article on " Setting out Bmlding."
To draic a right-angled triangle, base 1\ inches,
height \ inch.
Draw a semicircle of H inch diameter (Fig. 80),
and from d erect the per-
pendicular d e : a line
drawn from e, | inch
above the base line a c,
will cut the semicircle
in b ; lines drawn from
a and c to i will form
the required triangle. The principle of this is that
aU triangles within a semicircle are right-angled
triangles. If the lines be drawn from a c to e
or to any other point in the semicircle, we
shall get a right-angled triangle. Its practical
application is seen in the article on " Setting out
Building."
APPLIED GEOMETRY. 105
To draw an arc by cross-sectional lines.
On a b, the span (Fig 81), erect the perpen-
c.- diciilars, d e, equal to
twice the required rise.
Divide a e into any
number of equal parts,
1, 2, 3, 4, and e b into
the same number of parts, and draw cross-sectional
lines as shown. A curve traced through the
intersections will be the required arc.
Another method practised (we do not recom-
mend its use) sometimes by carpenters for getting
out turning-pieces for the bricklayer. Span 6 feet,
rise 1\ inch. Divide the span into a number of
equal parts, say six, and from the points erect
perpendiculars, measuring upward ^ inch on the
first, an inch on the second, and 1| inch on the
third, which in this case is the centre line. Treat
the other half of the span in the same way, and
with a flexible straight-edge fixed at the springing
points a b (Fig. 81) force it upward until it stand
over the distance marks on the perpendiculars,
and with a pencil trace the arc or curve.
The foregoing methods do away with the neces-
sity of laying down a large platform and getting
out a long radius-rod ; the camber, for instance,
which is the segment of a circle described by a
radius-rod of 70 feet 2| inches in length.
f3
106
BRICKWORK.
To describe a Jlat arc (camber for instance) by
mechanical means.
Let a b (Fig. 82) be the cord of the arc. Bisect
a b at c by the perpendicular c d, and make c d
equal to the height of the segment. Draw d e
parallel to a b, and make d e a, little larger than
a d. This template should be got out of a piece
of timber, and by moving the whole of the tem-
plate, so that the two edges d a and d e may slide
on two pins, a and d, the angular point d of the
template will describe the segment required, and if
the pin be taken out of a and put in the point b,
the other portion d b of the segment a d b wiU
be described in the same manner. This method
should be practised in preference to the methods
previously described.
To find the joints of a flat arch icithout using the
centre of the circle of which the arc is a part.
Having determined the number of voussoirs or
Fig. b3.
courses," 1, 2, 3, 4, &c. (Fig. 83), from these points
APPLIED GEOXTETRY.
107
erect perpendiculars by intersecting arcs ; these
perpendiculars represent the joints. AVe need
hardly to say that the practical application of
this problem is to enable the workman to draw
the courses or voussoirs in an arch similar to
that given in the previous problem.
To draw the joints of a semi ellipse arch icith mathe-
matical accuracy.
The point d (Fig. 84) is the middle of the arch,
>-^
/ ./■■
U-
'.''''S\
1 y *
1 ^j''--'"'
c .
\i^
1
^^■~~^
-^S
Fig. S4.
and the point c the middle of the springing line.
"With the distance c a or c b, from the point d
describe an arc cutting a b at e, and also at/; cf
are the foci. Let a joint be required at g. From
e and / draw lines passing through g, and bisect
the angle they make with each other, and from the
point g erect a perpendicular, which will represent
the required joint. The other joints are obtained
in a similar manner.
108
BRICKWORK.
To find the invisible arch contained in a camber.
Bisect the springing line a h (Fig. 85) with the
perpendicular c d, and
produce the skewback
h b until it cut the per-
pendicular in c. Fromr,
with distance c b draw
the arc a d b, and with
distance c g its concen-
tric arc g fh. a g hb is
the invisible arch. The
soffit of the camber
below the arc a d b i&
upheld by the cohesion
of its parts with the
invisible arch. Here we
would add that bricklayers Lave no fixed rule to
determine the angle of skewback for the camber,
some giving 4^ inches skewback for all open-
ings, others 65 inches, and in many cases giving
a skew of from f to 1 inch for every foot that the
opening is wide ; as 3 inches for 3 feet, 4 inches
for 4 feet, and so on. ^Ve would advise that
the skew or angle of thrust should never exceed
6 inches, for as the skew becomes more acute
the carrying strength of the camber becomes less,
in consequence of the invisible arch contained
therein being thrown higher up, as shown by the
middle arc struck from k with distance /.- b.
Fig. 85.
APPLIED GEOMETRY.
109
Ani/ two straight lines given to determine a curve by
which they shall he connected.
Let ah, cd (Fig. 86), be the given lines, and c b
•-•v
Fig. 86.
the points to be connected. Produce the lines
until they meet in e ; bisect the angle ceh with
the line ef\ from c and b draw lines at right
angles to ah and c d meeting ef in g. From g,
with distance g c or g b describe the connecting
curve. The given lines may be taken as two
brick walls that have to be connected or formed
with a round corner.
Fig. 87 is an example in which the given lines
Fig. 87.
are parallel. From point b draw /a; at rig^^
angles with a h ; and from c, c e, at right a'
/
es
110
BRICKWORK.
witli c d. On /mark a point h any distance from
h less than b c. Draw A- / througli A- parallel to
h c and cutting c c m L From / as centre with
the distance / c, which is equal to h h, describe the
arc cm. Join Im and produce it in the same
straight line towards m to meet/.r in n. From
n as centre, with the distance u b or n rn, describe
the arc b m. The given straight lines ab, c d are
connected by the curve b m c.
If the given straight lines are not parallel, but
would meet if one or both were produced, as ^ A
(Fig. 88), produced meets ab m. a, forming the
Fig. 8S.
small angle gab, draw, as before, /> and ^ o at
right angles i<i ab and g h respectively. Take
any point, A-, in bf; make^yy; equal to bk, and join
kj). Bisect hp in q, and draw qr perpendicular
to kp, meeting/ J" in ;•. Join r p, and irovap as
."entre, at the distance g p, describe the arc g s,
Xi '^ting rp in s. Then from the centre r, at the
«^^ ce r 6 or r «, describe the arc completing the
APPLIED GEOMETRY. Ill
curve bs gyhj wliicli the given straight lines a b,
g h are connected.
To find the form or ciirvahire of a raking moulding
that shall unite correctly tcith a level one.
Let abed (Fig. 89) be part of the level
h
^":^£
3 c-
Fig. 89.
CO
moulding (which we will here suppose to be an
ovolo or quarter round), a and c the points where
the raking moulding takes its rise on the angle,
fc g the angle the raking moulding makes with
the level one. Draw c/at the given angle, and
from a draw a e parallel to it ; continue b a io h,
and from c make c h perpendicular to Ah. Divide
c h into any number of equal parts, as 1,2, 3, 4,
and draw lines parallel to h a, as 1^, 2^ 2>^, 4^ ;
and then in any part of the raking moulding, as
f , draw i k, perpendicular to e a, and divide it into
the same number of equal parts as h c is divided
into; and draw 1% 2^ 3°, 4^ parallel to e a.
Then transfer the distances l'"", 2^, 3^ 4*^, and a
curve drawn through these points will be the
form of the curve required for the raking
moulding.
112 BRICKWORK.
The method here shown is for an ovolo, but it
would be just the same for any other formed
moulding, as a cavetto, ogee, &c. This problem
can be applied in the construction of pediments
in " gauged " work.
To describe an ellipse by means of a carpenter's
square and a piece of notched lath.
Having drawn two lines to represent the
diameters of the ellipse required, fasten the
square so that the internal angle, or meeting of
the blade and stock shall be at the centre of the
ellipse. Then take a piece of wood, or a lath,
and cut it to the length of half the longest
diameter, and from one end cut out a piece equal
to half the shortest diameter, and there will then
be a piece remaining at one end equal to the
difference of the half of the two diameters.
Place this projecting piece of the lath in such a
manner that it may rest against the square on
the edge which corresponds to the two diameters ;
and then turning it round horizontally, the two
ends of the projection will slide along the two
internal edges of the square, and if a pencil be
fixed at the other end of the lath it will describe
oae quarter of an ellipse. The square must then
be moved for the successive quarters of the ellipse,
and the whole figure wiU thus be easily formed.
This method is on the principle of the trammel.
There are several other ways of drawing an
ellipse, but for these the reader must be referred
to a work on geometry.
APPLIED GEOMETRY.
113
To draw a Gothic of any given height and span ;
or, in other words, an Ellipse Gothic.
Let A B (Fig. 90) be the span and cd the height.
Draw the line a b and bisect or centre it at c ;
Fig. 90.
draw c D, and make c i equal to c d. Divide c d
into three equal parts, and draw a g, b h parallel
with c D, and equal to two-thirds (f). of c d. Make
c F equal to one-third of c d, and draw a f, f b.
Divide a f into any number of equal parts, 1, 2,
3, 4, and from i draw il, i2, i3, {4. Divide a g
into the same number of parts as a f, and draw
Id, 2d, 3d, 4d, and the intersection of lines will
give the points in the curve, which must be drawn
by hand. The other half must be found in the
same way.
114
BRICKWORK.
To draw the arch bricks of a Gothic arch, that is
for the curve in the jjrevious problem.
Having formed the angles c d g and c d h as
before, from d (Fig. 91) draw d l perpendicular
Fig. 91.
to D H. Make b f and e d each equal to b ii ;
join E F, and from the middle of e f draw i i, per-
pendicular with E F. Draw l f, l and f are the
points from which the joints of the arch will radiate.
To find the radius of any arc or arch, the rise am
span being given.
Let a b represent the span, c d the rise ; a b
equal 4 feet, c d 2 feet, a c (half the span) mul-
tiplied by itself will be 2 X 2, or 4 feet ; divided
hjcd will be ^, or 2 feet, c d added to this will
be 4 feet, which divided by 2 will give 2 feet as
the length of radius that will describe the required
arc whose span and rise are given. In this case
we have chosen a semicircle for the sake of
simplicity and self-demonstration, but the rule
may be applied to any arc of any circle. In
APPLIED GEOMETRY. 115
mathematical formula our calculation would stand
thus :
(d (? \
— + c d ]■— 2 =r the length of radius re-
c a I
quired. Or in plain words a c square, divided by
c d, plus c d divided by 2 equal the length of
radius. In the above explanation we have gone
out of the beaten track for the purpose of making
the rule clear to those of our readers who may
not be familiar with trigonometrical and alge-
braic expressions.
It will, however, be recognised by some as the
square of half the cord divided by the versed
sine, plus the versed sine divided by 2 equal the
radius.
For mensuration of brickwork the Author
refers the reader to Mr. Hammond's "Practical
Bricklaying," forming vol. 189 in this series.
I J^ D E X.
A DDiTioxs TO Old Wokk, 102.
■^ Angle of hip or valley IQcs,
to obtain, 96.
Angle of skew, 50.
of strain, 29.
Apertures, 26.
Arc, to draw bv cross sectional
lines, 10.5.
Arches, 46.
cutting of, 64.
principles of, 47.
whose courses have different
bevels, S5.
Axed work, 63.
"Dase, Boxc of, 27.
^ treatment of, 27.
Battering jamb, S8.
Bats, 30, 34.
Bedding board, 66.
Bends. 12.
Berkshire builders, 17.
Birdsmouthed key, 7 1 .
objection to, 71.
Blocking courses, 89.
Blue lias, 9.
Boaster, 6.5.
Bond of brickwork, 20.
underrated, 20.
of footings and walls, 22.
Gwilt on, 21.
Smeaton on, 20.
Bovd's flue-plates, 45.
BrickS; 16.
characteristics of good, 19.
differences in sizes of, 39.
case hardening of, 62.
wetting of, 28.
Brick groins, 58.
Brickwork, 2*.
characteristics of good, 40.
good, samples of, 16.
Broken bond, 27.
cause of, 27.
in Flemish, 33.
Brondesbury bridge, 5.5.
Broseley tiles, 92.
Building new work into old, 40.
Bull's-eye, 65.
Burning clay into ballast, 100.
Burnt ballast, 9.
Buttering joints, evil of, 34.
Pamber arch, 64, 68.
^ invisible arch in, 108.
mould, 69.
to describe by mechanical
means, 69.
to take off lengths and
bevels of courses, 68.
Carved work, 64.
gauged-work, composition
for setting, 60.
Catenary curve, 48.
Cement- testing machine. 10.
Centre for niche head, 81.
Ceramic wares, 91.
Chalk lime, 14.
Chimney bond, 34.
Chinoncy stacks, 34.
wtJls of 4^ inches, 34.
Closer or Closure, 22, 31.
Colour in stopping, objection to,
99.
Concrete, 2.
for filling in terxa-cotta, 8.
INDEX.
ii:
Concrete, Mr. Keid on, 8.
"packing," 7-
proportion of ingredients, 8.
quantity of water in mix-
ing, 8.
specitieation of mixing, G.
thickness of, 5.
Construction of arclies, 55.
Copperas, 99.
Coring holes, 43.
Counterbalance, 85.
Coursing joints, 50.
mould, 52.
Cross joints, 21.
Cutting-shed, G4.
TiEN.NETr'S PATENT, 102.
-*^ Development of soffit of
skew arch, 51.
Dipping, 63.
Dips in drains, 12.
Dip-trap, 13.
Doors, positions of, 26.
Doulton's terra-cotta flue p:pes,
45.
Drains, laving of, 11.
fall of, 11.
cause of stoppage, 12.
ventilation of, 12.
Drain-pipes, sizes of, 13.
1 )rawing and cutting arches, 6 1.
Dutch bond, 37.
advantages claimed for, 3S
"pARTHENWARE TRAPS, 13.
^ Ellipse, to describe, 112.
Ellipse Gothic arch, 72.
to describe by cross sec-
tional lines, 113.
Eaamellcd bricks, 18.
English garden wall bond, 35.
English bond in chimney stac ks,
34.
Excavations, 2.
Extrados, 66.
"P.VCE MOULD, 65, 66.
-"- Fan-groining, sample of, 60.
Fareham biicks, 17, CI.
Fire bricks, 18.
Fireclay, 19.
Fireplace for register stove, 44.
Fireproof floors, 102.
Flat joint pointing, 98.
Flashing to chimney-stacks, 35.
Flat arch, to find joints of, 106.
Flemish, 22, 31.
Flemish garden wall bond, 35.
Flues, 41.
building of, 43.
down draught, 12.
disadvantage of too large
sectional area, 42.
Flues, sizes of, 44.
Flushing, 28.
Footings, 6, 22.
Forcing-rods, 12.
Furmation of centre for niche
head, 81.
Foundations, 1.
Freestone lintels, cause of frac-
turing, 48.
GAKLET, 88.
Gauge of tiles, 95, 96.
Gauge-rod, 25.
Gauged work, 17, 61.
Gault bricks, 17.
Geometry, 103.
Gothic arches, 63, 70, 71-
to draw arch bricks of, 114.
on circle arch, 77.
vaulting, 58, 59, GO.
window, 89.
Grizzles, 16.
Groined vaulting, o8.
Groimd blue lias, 2.
Ground-damp, 2.
Grouting, 28, 40.
ni;.\Di>-G liOXD, 28.
Ileiring-bone bond, 36.
Hip tiles, 92, 93. 96.
T
NSPECTION HOLES, 10.
Tamu, 26.
" Jointers, 98.
118
INDEX.
KINO CLOSURK, 2o.
Kneeler, 88.
T AERTIXG rp, 41.
■*-' Level or datum, 2.
Lime, 14.
Lines offeree or thrust, bb.
Line of frontage, 3.
Line of radii, 55, 57.
Lines, to connect by means of
a curve, 109.
Lintels, 48.
London clay, 6.
Lons skew arches, treatment
of, 51.
Lump lias, 14.
MADE-rP GROUND, 6.
Malms, 17, Gl.
action of London smoke on,
62.
•Man-hole, 12.
Mortar, 14, 28.
Moulded courses, S3.
■work, 91.
Mullions, 74, 89.
"^ICHK, 79.
^^ hood, 81.
mould, S3.
length and bevel of courses
to, 82.
Aid ExoLisH bond, 21.
^ Open soil-pipe, 12.
Operculum or channel-pipe, 12.
Oriel window, 85.'
Ornamental arches, 84.
Ornamental brickwork, 79, 90.
Ornamental gable or pediment,
88.
PABGETTIKG, 34.
PaA-ing. 36, 37.
Perpends, 39.
Philological School, l.'j.
Picked stocks, 16.
Place bricks, 16.
Plain arches, 49.
Plan of skew arch, 50.
Plinth, 27.
Pointing. 39, 97.
Polychrome bricks, 15.
Portland c*ment, 2, 6.
Portland cement concrete, 7.
Pressed bricks. 20.
Principle of ordinarv skew arch,
54.
Projecting courses, 86.
Purpose-made brick, 57.
QUEEN AvXK's style OF ABCUI-
TECTURE, 79.
revival of, 14.
Quoin, 4, 32.
"DADirS-ROD, LKXGTU OP, FOB
^*- CAMBER, 105.
to obtain by formula, 114.
Raking moulding. 111.
Bed brickwork, 14.
to clean down. 100.
Red building bricks. 17.
Relie\-iDg arches, 48.
Eeveal, 26.
bond of, 27.
Beversing the bond, 33.
Right-angled junctions, 12.
Roman tile, 30.
Roofs of different pitch, 94.
Rosendalc cement, 57.
Ruabon clay, analysis, 20.
bricks and tf-rra-cotta, 20.
Rubber?, 17, 61.
Ruskin, inHuence of on red-
brick designs, 15.
advocacy of oroameDtal
brickwork, 90.
SAND, 9, 14.
Scheme, 73.
Scheme arch, 75.
"Scotch," 65. •
Scriber, 65.
Section -box, 84.
mould, 78.
Section of niche, 79.
Semi-ellipse arch, 73, 107.
Semi and segmental arches, 66.
Semi-Gk)thic arch, 76.
INDEX,
119
Setting, 63, 64.
Setting out and cutting, 62.
Setting out building, 2.
Setting out the bond, 26.
Sewer gas, 12.
Sewers, 57.
Sharp bends in flues, evil oT, 42.
Shippers, 17.
Site, 1.
Skew arch, 49, o2.
Skewback of camber, 103.
Smoky flues, 41.
Snapped headers, 31, 34.
Soakers, 35.
Soffit-mould of Gothic on circle,
78.
Stacks in 4^-inch walla, 34.
Staffordshire blue bricks, 18, 52.
Stock bricks, 16.
Stookwork, 01.
Stone lime, 14, 63.
Stone strings, 28.
Stoppins: in pointing, 97. 99.
Stourbridge fire bricks, 19.
String courses, 30.
Stuccoed buildings, 15.
Subsoil, 5.
Surface concrete, 2.
Tailing dowx, 86.
-'- Taking oflf bevel?, 65.
Templates and strings, 30.
Testing cement, 10.
Tevnham bricks, 1 7.
Thames ballast, 10, 101.
Thick and thin joints, 28.
Three-quarter stretcher, 24, 27.
Tiled roof, advantage of, 92.
Tiling, 92.
characteristics of good, 92.
Tile fillet, 88.
Tiles, characteristics of good, 92.
improved method of hang-
ing, 93.
Timber foundation, 57.
T. L. B. Rubbers, CI.
To find the radius of any arc or
arch, 114.
Tools for arch cutting, 64.
Toothings, 39.
Transverse joints, 23.
Transversing the courses, 65.
Triangle, 104.
Tuck-pointing, 97, 99.
Tumbling in buttresses, &c., 38.
TjTnpana of arches, 36, 89.
"\'''alley tiles, 96.
' Valleys. 94.
Various bonds, 34.
Venetian arch, 74.
Voussoirs, 47, 05.
TTTall in Flemish face and
'' English back, 32.
"Washed stocks, 16.
Water conduit, 56.
Weather-jointing, 98.
AMiito SufTolks, 18, 62.
Windows, 27.
Wing gatherings, 41, 44.
Withes, 34, 35, 45.
THE END.
PKIXTK3 BY J. ?. YIETU» AND CO., LIHITXD, CrTY ROAD, LDXDOJI.
Uniform icith this volume, price \s. 6d.
THE EUDIMEXTS OF PRACTI-
CAL BRICKLAYING. In Six Sections :—
General Principles of Bricklaying — Arch Draw-
ing, Cutting, and Setting — DifiFerent Kinds of
Pointing — Paving, Tiling, Materials — Slating
and Plastering — Practical Geometry, Mensura-
tion, kc. By Adam Hammoxd. Illustrated with
Sixty- eight \Voodcut3. Pifth Edition, carefully
Eerised, \rith Additions.
" This is the work of a practical bricklayer, and is intended
for the junior members of the important, if laborious, pro-
fession to which the author belongs- It is fall of details
concerning all the parts of the shell of a building, firom
foundation to tiles. To any workman anxious after improve-
ment this volume will prove a valuable investment." — Iron.
"Contains a considerable amount of practical information.
with sound instructions on general matters, and useful
recipes connected with both brickwork and plastering." —
BrUUh ArchiUtt.
" ilr. Hammond's practical treatise will be found of great
value to students." — Bmlding Stws.
"Any young bricklayer who reads Mr. Hammond's book
careful^ will become a proficient craftsman." — Englith
Mechanic.
CBOSBY LOCK^OOD & CO.,
7, SiATiONEss' Hall Corai, Loxoos, E.C.
^
I