1 Introduction to Clay Bricks
Clay Bricks are the most commonly used bricks in the construction industry in India. This article will highlight the composition, specifications and their types.
2 Composition of Clay Bricks
General composition of good clay is as follows :-
- Silica -Good quality bricks generally contain 50-60% silica. Silica prevents raw bricks from cracking, shrinking and warping. The higher the proportion of sand, the more shapely and uniform in texture will be the brick. A large percentage of sand or uncombined silica in clay is undesirable since it destroys cohesion between the brick clay particles and makes brick brittle and weak. However, it is added to decrease shrinkage in burning and to increase the refractoriness of low alumina clays.
- Alumina – The proportion of alumina varies between 20-30 percent. Alumina is the main constituent of clay. It acts as a cementing material in raw brick. Brick clay is plastic due to the presence of alumina. This plasticity ensures that bricks can be molded. An excess amount of alumina in clay may cause the bricks to shrink, warp or crack on drying and burning.
- Lime – Bricks should contain a little amount (around 10%) of finely powdered lime. It enables silica (of a required portion) to melt at the furnace temperature of 1650oC and binds the particles of brick together resulting in strong and durable bricks. At about 1100o C, lime acts as a catalyst to elevate the furnace temperature to 1650oC at which silica fuses. This slightly fused silica works as a strong cementing material. Excess lime in brick clay will cause vitrification of bricks. It causes bricks to melt, as more than the required amount of silica will fuse. The bricks then lose their shape and become disfigured.
- Oxide of Iron – Bricks contain a small quantity of Iron Oxide. Iron Oxide acts a flux like lime, thus helps silica to fuse at low temperature. It imparts a red color to bricks upon burning. Iron also increases the durability and impermeability of the bricks thus, providing strength and hardness.
- Magnesia – A small proportion of magnesium (rarely exceeding 1%) decreases shrinkage and gives a yellow tint to the bricks. An excess amount of it causes bricks to decay.
3 Types of Clay Bricks
3.1 Common Burnt Clay Building Bricks
Common Burnt Clay Building Bricks shall conform to IS 1077-1992. Classes, standard size and tolerance for common burnt clay bricks are as given below:-
Following are the specifications for the bricks:-
- The compressive strength of any individual brick tested shall not fall below the minimum compressive strength specified for the corresponding class of brick. The lot shall be then checked for next lower class of brick.
- Bricks, when tested in accordance with relevant codes after immersion in cold water for 24 hours, water absorption shall not be more than 20 percent by weight up to class 12.5 and 15 percent by weight for higher classes.
Efflorescence shall not be more than moderate up to class 12·5 and slight for higher classes.
3.2 Burnt Clay Perforated Bricks
Burnt Clay Perforated Bricks shall conform to IS 2222-1991. Standard size and tolerance are as given below:-
Following are the specifications for the clay perforated bricks:-
- Bricks shall be free from cracks, flaws & nodules of free lime and must have rectangular face with sharp straight edge at right angle. Moreover, they shall be of uniform color and texture.
- The area of perforation shall be between 30 to 45 percent of the total area of the corresponding face of the bricks.
- The perforation shall be uniformly distributed over the surface with area of single perforation not exceeding 500 mm2. In the case of rectangular perforations, the larger dimension shall be parallel to the longer side of the brick. The shorter side of the perforation shall be less than 20 mm in case of rectangular perforations and less than 25 mm diameter in case of circular perforations.
- The thickness of any shell shall not be less than 15 mm and that of any web not less than 10 mm.
- Compressive Strength of bricks shall not be less than 7N/mm2 on net area. Moreover, the compressive strength of any individual brick tested shall not be less than minimum compressive strength specified for the corresponding class of brick.
- When tested as per relevant codes, water absorption should not be more than 15 percent, efflorescence not more than slight & warpage not to exceed 3 percent.
3.3 Burnt Clay Paving Bricks
Burnt Clay Paving Bricks shall conform to IS 3583(B)-1988. Standard size and tolerances are as given below:-
Following are the specifications for the paving clay bricks:-
- The bricks shall have smooth rectangular faces and sharp corners. Moreover, no frogs are provided in these type of bricks.
- These bricks generally contain more iron content than the ordinary clay bricks which causes vitrification of bricks while burning at a low temperature making it more resistant to abrasion.
- Compressive Strength of bricks shall not be less than 40N/mm2.
- When tested as per relevant codes, water absorption should not be more than 5 percent after 24 hours of immersion in cold water & efflorescence should be nil.
3.4 Burnt Clay Soiling Bricks
Burnt Clay Soiling Bricks shall conform to IS 5779-1986. Standard size and tolerances are as given below:-
Following are the specifications for the soiling bricks:-
- The bricks shall have minimum compressive strength of 10 N/mm2 .
- Water Absorption should not be more than 20 per cent by weight after immersion for about 24
hours in cold water & Efflorescence should not be more than slight.
3.5 Burnt Clay Hollow Blocks
Burnt Clay Hollow Blocks shall conform to IS 3952-1988. Following are the specifications for the burnt clay hollow blocks:-
Following are the types & specifications for the burnt clay hollow blocks:-
- Types of hollow blocks
- Type A – Bricks with both faces keyed for plastering or rendering.
- Type B – Bricks with both faces smooth and suitable for use without plastering or rendering on either side.
- Type C – Bricks with one face keyed and one face smooth.
- Minimum average crushing strength value should be 3.5 N/mm2. Strength of individual block should not fall below the average value by more than 20 percent.
- Water absorption should not be more than 20 percent & Efflorescence shall be not more than slight.
4 References
- IS 1077-1992 Specification for common burnt clay building bricks
- IS 2222-1991 Specification for burnt clay perforated building bricks
- IS 3583(B)-1998 Code of Practice for burnt clay paving bricks
- IS 5779-1986 Specifications of Burnt Clay Soiling Bricks
- IS 3952-1988 Specifications of Burnt Clay Hollow Bricks for walls and partitions
- CPWD Specifications 2019 Volume1
- ‘Engineering Materials‘ by Rangwala, Charotar Publications
- ‘Building Materials‘ by S.K.Duggal, New Age International Publishers
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