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Civil - Construction Materials: Lime, Cement, Aggregates, Mortar

Briquette Method

   Posted On :  14.07.2016 11:56 pm
Briquette Method

Briquette Method: A mixture of cement and sand is gauged in the proportion of 1:3 by weight. The percentage of water to be used is calculated from the formula (P/5) + 2.5, where P = percentage of water required to produce a paste of standard consistency.

Briquette Method


Briquette Method: A mixture of cement and sand is gauged in the proportion of 1:3 by weight. The percentage of water to be used is calculated from the formula (P/5) + 2.5, where P = percentage of water required to produce a paste of standard consistency. The temperature of the water and the test room should be 27� � 2�C. The mix is filled in the moulds of the shape shown in Fig. 5.11.

 

After filling the mould, an additional heap of mix is placed on the mould and is pushed down with the standard spatula, until the mixture is level with the top of the mould. This operation is repeated on the other side of the mould also. The briquettes in the mould are finished by smoothing the surface with the blade of a trowel. They are then kept for 24 hours at a temperature of 27� � 2�C and in an atmosphere having 90 per cent humidity. The briquettes are then kept in clean fresh water and are taken out before testing. Six briquettes are tested and the average tensile strength is calculated. Load is applied steadily and uniformly, starting from zero and increasing at the rate of 0.7 N/sq mm of section in 12 seconds.

Ordinary Portland cement should have a tensile strength of not less than 2.0 N/mm2 after 3 days and not less than 2.5 N/mm2 after 7 days.

 

Notes: (i) In the tension test of cement the load on the briquette should be applied centrally. Since briquettes become brittle with age, the effect of slight eccentricity or any torsional strain is pronounced in long-time tests.

 

(ii)  The strength increases when the loading rate is increased from that specified.


Tags : Civil - Construction Materials: Lime, Cement, Aggregates, Mortar
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