Traditional Material - Bricks
Stones, bricks, cement, lime and timber are the traditional
materials used for civil engineering constructions for several centuries. In
this chapter types, properties, tests and uses of these materials is explained.
1.2 BRICKS
Brick is obtained by moulding good clay into a block, which is
dried and then burnt. This is the oldest building block to replace stone.
Manufacture of brick started with hand moulding, sun drying and burning in
clamps. A considerable amount of technological development has taken place with
better knowledge about to properties of raw materials, better machinaries and
improved techniques of moulding drying and burning.
The size of the bricks are of 90 mm × 90 mm × 90 mm and 190 mm ×
90 mm × 40 mm. With mortar joints, the size of these bricks are taken as 200 mm
× 100 mm × 100 mm and 200 mm × 100 mm × 50 mm.
1.2.1 Types of Bricks
Bricks may be broadly classified as:
(i) Building
bricks
(ii) Paving
bricks
(iii) Fire
bricks
(iv) Special
bricks.
(i) Building Bricks: These
bricks are used for the construction of walls.
(ii) Paving Bricks: These are vitrified
bricks and are used as pavers.
(iii) Fire Bricks: These bricks are
specially made to withstand furnace temperature. Silica bricks belong to this
category.
(iv) Special Bricks: These
bricks are different from the commonly used building bricks with respect to
their shape and the purpose for which they are made. Some of such bricks are
listed below:
(a) Specially
shaped bricks
(b) Facing
bricks
(c)
Perforated building bricks
(d) Burnt
clay hollow bricks
(e) Sewer
bricks
( f ) Acid
resistant bricks.
(a) Specially Shaped Bricks: Bricks of special shapes are manufactured to meet the requirements
of different situations. Some of them are shown in Fig. 1.3.
(b) Facing
Bricks: These bricks are used in the outer face of
masonry. Once these bricks are provided, plastering is not required. The
standard size of these bricks are 190 × 90 × 90 mm or 190 × 90 × 40 mm.
(c) Perforated Building Bricks: These bricks are manufactured with area of perforation of 30 to 45
per cent. The area of each perforation should not exceed 500 mm2. The perforation should be uniformly
distributed over the surface. They are manufactured in the size 190 × 190 × 90
mm and 290 × 90 × 90 mm.
(d) Burn’t Clay Hollow Bricks: Figure 1.4 shows a burnt clay hollow brick. They are light in
weight. They are used for the construction of partition walls. They provide
good thermal insulation to buildings. They are manufactured in the sizes 190 ×
190 × 90 mm, 290 × 90 × 90 mm and 290 × 140 × 90 mm. The thickness of any shell
should not be less than 11 mm and that of any web not less than 8 mm.
(e) Sewer
Bricks: These bricks are used for the construction of
sewage lines. They are manufactured from surface clay, fire clay shale or with
the combination of these. They are manufactured in the sizes 190 × 90 × 90 mm
and 190 × 90 × 40 mm. The average strength of these bricks should be a minimum
of 17.5 N/mm2 . The water
absorption should not be more than 10 per cent.
( f ) Acid Resistant Bricks: These
bricks are used for floorings likely to be subjected to acid attacks, lining of
chambers in chemical plants, lining of sewers carrying industrial wastes etc.
These bricks are made of clay or shale of suitable composition with low lime
and iron content, flint or sand and vitrified at high temperature in a ceramic
kiln.
1.2.2 Properties of Bricks
The following are the required properties of good bricks:
(i) Colour: Colour should be uniform and bright.
(ii) Shape: Bricks should have plane faces. They should
have sharp and true right angled corners.
(iii) Size: Bricks should be of standard sizes as
prescribed by codes.
(iv) Texture: They should possess fine, dense and uniform
texture. They should not possess fissures, cavities, loose grit and unburnt
lime.
(v) Soundness: When struck with hammer
or with another brick, it should produce metallic sound.
(vi) Hardness: Finger scratching
should not produce any impression on the brick.
(vii) Strength: Crushing strength of
brick should not be less than 3.5 N/mm2. A field test for strength is that when dropped from a height of
0.9 m to 1.0 mm on a hard ground, the brick should not break into pieces.
(viii) Water Absorption: After
immercing the brick in water for 24 hours, water absorption should not be more
than 20 per cent by weight. For class-I works this limit is 15 per cent.
(ix) Efflorescence: Bricks should not show
white patches when soaked in water for 24 hours and then allowed to dry in
shade. White patches are due to the presence of sulphate of calcium, magnesium and
potassium. They keep the masonry permanently in damp and wet conditions.
(x) Thermal Conductivity: Bricks
should have low thermal conductivity, so that buildings built with them are
cool in summer and warm in winter.
(xi) Sound Insulation: Heavier
bricks are poor insulators of sound while light weight and hollow bricks
provide good sound insulation.
(xii) Fire Resistance: Fire
resistance of bricks is usually good. In fact bricks are used to encase
steel columns to protect them from fire.
1.2.3 Tests on Bricks
The following laboratory tests may be conducted on the bricks to find their suitability:
(i) Crushing
strength
(ii)
Absorption
(iii) Shape and
size and
(iv)
Efflorescence.
(i) Crushing Strength: The brick
specimen are immersed in water for 24 hours. The frog of the brick is filled
flush with 1:3 cement mortar and the specimen is stored in damp jute bag for 24
hours and then immersed in clean water for 24 hours. The specimen is placed in
compression testing machine with 6 mm plywood on top and bottom of it to get
uniform load on the specimen. Then load is applied axially at a uniform rate of
14 N/mm2 . The
crushing load is noted. Then the crushing strength is the ratio of crushing
load to the area of brick loaded. Average of five specimen is taken as the
crushing strength.
(ii) Absorption Test: Brick
specimen are weighed dry. Then they are immersed in water for a period of 24
hours. The specimen are taken out and wiped with cloth. The weight of each
specimen in wet condition is determined. The difference in weight indicate the
water absorbed. Then the percentage absorption is the ratio of water absorbed
to dry weight multiplied by 100. The average of five specimen is taken. This
value should not exceed 20 per cent.
(iii) Shape and Size: Bricks
should be of standard size and edges should be truely rectangular with sharp
edges. To check it, 20 bricks are selected at random and they are stacked along
the length, along the width and then along the height. For the standard bricks
of size 190 mm × 90 mm × 90 mm. Lengthwise: 3680 to 3920 mm
Widthwise: 1740 to 1860 mm
Heightwise: 1740 to 1860 mm.
The following field tests help in acertaining the good quality bricks:
(i)
uniformity in size
(ii)
uniformity in colour
(iii) structure
(iv) hardness
test
(v) sound
test
(vi) strength
test.
(i) Uniformity in Size: A
good brick should have rectangular plane surface and uniform in size. This
check is made in the field by observation.
(ii) Uniformity in Colour: A
good brick will be having uniform colour throughout. This observation may be
made before purchasing the brick.
(iii) Structure: A few
bricks may be broken in the field and their cross-section observed. The section
should be homogeneous, compact and free from defects such as holes and lumps.
(iv) Sound Test: If two
bricks are struck with each other they should produce clear ringing sound. The
sound should not be dull.
(v) Hardness Test: For this a
simple field test is scratch the brick with nail. If no impression is marked on
the surface, the brick is sufficiently hard
(vi) Efflorescense: The
presence of alkalies in brick is not desirable because they form patches of
gray powder by absorbing moisture. Hence to determine the presence of alkalies
this test is performed as explained below:
Place the brick specimen in a glass dish containing water to a
depth of 25 mm in a well ventilated room. After all the water is absorbed or
evaporated again add water for a depth of 25 mm. After second evaporation
observe the bricks for white/grey patches. The observation is reported as ‘nil’,
‘slight’, ‘moderate’, ‘heavy’ or serious to mean
(a) Nil: No
patches
(b) Slight:
10% of area covered with deposits
(c) Moderate:
10 to 50% area covered with deposit but unaccompanied by flaking of the
surface.
(d) Heavy:
More than 50 per cent area covered with deposits but unaccompanied by flaking
of the surface.
(e) Serious:
Heavy deposits of salt accompanied by flaking of the surface.
1.2.4 Classification of Bricks Based on
their Quality
The bricks used in construction are classified as:
(i) First
class bricks
(ii) Second
class bricks
(iii) Third
class bricks and
(iv) Fourth
class bricks
(i) First Class Bricks: These
bricks are of standard shape and size. They are burnt in kilns. They fulfill
all desirable properties of bricks.
(ii) Second Class Bricks: These
bricks are ground moulded and burnt in kilns. The edges may not be sharp and
uniform. The surface may be some what rough. Such bricks are commonly used for
the construction of walls which are going to be plastered.
(iii) Third Class Bricks: These
bricks are ground moulded and burnt in clamps. Their edges are somewhat
distorted. They produce dull sound when struck together. They are used for
temporary and unimportant structures.
(iv) Fourth Class Bricks: These are
the over burnt bricks. They are dark in colour. The shape is irregular. They
are used as aggregates for concrete in foundations, floors and roads.
1.2.5 Uses of Bricks
Bricks are used in the following civil works:
(i) As
building blocks.
(ii) For
lining of ovens, furnaces and chimneys.
(iii) For
protecting steel columns from fire.
(iv) As
aggregates in providing water proofing to R.C.C. roofs.
(v) For
pavers for footpaths and cycle tracks.
(vi)
For lining sewer lines.