Guidelines to Follow While Constructing Pile under Water
- While placing concrete by tremie method, all tremie pipes should be cleaned before and after use.
- The diameter of tremie pipe should be preferably 200 mm for constructing piles of all diameters within 600 mm.
- For 25 mm down aggregate, tremie pipe should have a diameter not less than 200 mm and for 20 mm down aggregate tremie pipe should have a diameter not less than 150 mm.
- The workability of concrete when measured by slump cone method should be in between 150 to 180 mm.
- The cement content of concrete should not be less than 400 kg/m3. This will make the concrete coherent.
- Always keep the tremie pipe full of concrete and keep it at least one meter into the concrete in bore hole with adequate margin against accidental withdrawal of tremie pipes.
- The pipe should be concreted wholly by tremie and the method of deposition should not be changed midway to prevent laitance.
- If due to some reason any interruption happens while concreting, then it should be resumed within 1 or 2 hours, but the tremie pipe should not be removed out of the concrete. From time to time raise and lower the tremie pipe to prevent setting of concrete around the pipe.
- If accidentally tremie moves out of the concrete, then reintroduce the tremie pipe 60 cm to 100 cm in the old concrete and resume the concreting operation.
- The top of concrete in a pile should always be brought above the cut-off level. This is done to remove all laitance and weak concrete and to ensure that good concrete remain at cut-off level.
- The reinforcing cage should be of sufficient length and after inserting it into the borehole, the cage should be left with adequate extra length above the cut-off level for proper embedment into the pile cap.
- When concrete is placed by tremie method, concrete is cast to a minimum of one meter above the cut-off level.
Reference
IS: 2911-Part-1-Sec-2
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