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can easily test the compressive strength of bricks. So
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- IS: 3495 (Part-1): 1992
a). Solid
brick – Solid bricks have no holes, cavities or depressions.
b). Cellular
brick – Cellular bricks have no holes, but may have frogs or cavities
not exceeding 20% of the gross volume of the brick.
c). Perforated
brick – Perforated bricks have holes not exceeding 25% of the gross
volume of the brick. The area of any one hole shall not exceed 10%
of the gross area of the brick.
d). Frogged brick – Frogged bricks shall have depressions in one bed. Frog size should not exceed 130mm×50 mm×10 mm.
d). Frogged brick – Frogged bricks shall have depressions in one bed. Frog size should not exceed 130mm×50 mm×10 mm.
EQUIPMENT/APPARATUS
REQUIRED FOR THE TEST :-
- Compression testing machine
- The compression plate of which shall have a ball seating in the form of portion of a sphere the center of which coincides with the center of the plate, shall be used.
Compression Testing Machine |
PROCEDURE
OF THE TEST :-
Preparation of Specimens:-
- Take twelve bricks randomly from sample.
- You can take halved bricks and use half of each whole brick for determining the compressive strength.
- The overall dimension of each bedding face shall be measured to the nearest of 1.3 mm and the area of the face having smaller area shall be taken as the area of the bricks for testing the compressive strength.
- Immerse the bricks in water at room temperature for 24 hours.
- Remove the specimens and allow to dry at room temperature for about 5 minutes.
- Then fill the frogs with cement-sand mortar with a ratio of 1:11/2. (Sand should be clean and well graded and passing through 3.35 mm sieve).
- Trowel the mortar off flush with surface of the bricks.
- After filling the frogs, store the bricks under the damp sacks for 24 hours and then immerse in water for 6 days before bricks are considered ready for testing.
- After seven days of filling the frogs, take out the specimens and wipe off the moisture with damp cloth.
- Then place the specimen with flat surface horizontally and the mortar filled face facing upwards between two plywood sheets of 3-ply, normally 3 to 4 mm thick and carefully centered between the plates of the compression testing machine.
- Then apply the load axially at a uniform rate of 14 N/mm² per minute, until failure. The failure shall be deemed to have occurred when no further increase in the load is registered with unchanged rate of moving head travel.
B)Solid bricks / bricks with a frog intended to be laid downwards / perforated bricks /
cellular bricks
Immerse
the brick in water for 6 days or saturate the brick by boiling as well as water
absorption test.
(Heat the water to boiling point
(100ºC) in
approximately 1 h. Boil theme for 5 hour continuously, and then quit it for
cooling to room temperature by natural loss of heat for not less than 16 h or
more than 19 h).
–: Then
follow the row no. 7. and 8. of procedure.
Fill the
cavities with capping compound or mortar mix and immerse in water for 6 days
and then follow the row no. 7. and 8. of procedure.
No
capping compound is used and holes remain empty. Immerse the brick in water for
6 days, take out and wipe off the moisture and then follow the row no. 7. and 8. of procedure.
CALCULATION:-
Calculation
of compressive strength:- Obtain the strength of each specimen by dividing the
maximum load obtained during loading by the appropriate area of the bed face.
Record the strength in N/mm² to the nearest 0.1 N/mm².
Calculate
the average of the 12 compressive strengths and report it to the nearest 0.1
N/mm². See the equation
given below.
For bricks with holes,
Net area of brick = Gross area of brick –
area of holes.
Gross area = Length of brick × width of brick.
Gross area = Length of brick × width of brick.
Where d is
the diameter of the hole.
Note. When bricks are to be used as crushed aggregate,
for in a blend as unfound material, the necessity to determine the compressive
strength accurately as it is when the bricks are to be used in load-bearing
walls, is not so critical.
REPORT:- Report the compressive
strength in a data sheet to the nearest 0.1 N/mm².