cofferdam construction |
The cellular cofferdam is made of steel sheet piles and this type of cofferdam is proved successful unwavering large areas.
It may consist of diaphragm cells or circular cell or modified circular cells or cloverleaf cells,
Cellular Cofferdams With Diaphragm Cells
In case of cellular cofferdams with diaphragm cells, the series of arcs are connected to straight cross-walls as shown in Fig
Cellular cofferdam with diaphragm cells |
The radius of arcs is generally made equal to the distance between the cross-walls. This will make tensions in arcs and cross-walls same.The height of filling in all cells should be nearly kept uniform so as to avoid the possibility of distortion of the cross-walls.
Cellular Cofferdams With Circular Cells
In case of cellular cofferdams with circular cells, the series of complete circles are connected by short arcs as shown in fig. The radius of the arc is generally 2500 mm and it makes an angle of 30° to 45° at the point of contact with the circular cell.
cellular cofferdams with circular cells |
This type of cofferdam requires more material than the previous type , but it has the following advantage :
(i) Each cell may be filled up independently of other cells without any danger of distortion of cells.
Hence, the construction work for cells may be started simultaneously from several points. The arcs are installed after the completion of cells.
Hence, the construction work for cells may be started simultaneously from several points. The arcs are installed after the completion of cells.
(ii) Each circular cell is a self-supporting unit.
(iii) For the construction of cellular cofferdam with circular cells, less quantity of steel per running length of cofferdam is required as compared to that of the cellular cofferdam with diaphragm cell.
In case of cofferdams with modified circular cells, the arrangement of circular cells is made as shown in fig.
Modified cellular cell |
In case of cofferdams with cloverleaf cells, the large circular cells are subdivided by straight diaphragm as shown in fig.
The cellular cofferdams are suitable for heights of 10 metres to 15 metres. The cells are generally 10 metres to 15 metres in diameter and they are placed at a centre to centre distance of about 12 metres to 18 metres.
Section of cofferdam |
The cellular type of cofferdam requires a rocky river bed and the soil which is found most suitable for this type of cofferdam is clay, mud and silt on a bed of rock.
Following points are worth noting in connection with the cellular cofferdams
1) This type of cofferdam has got the advantage that little false work is required in its construction. Only top and bottom templates are required to drive the piles in proper position.
2) Each cell when completed forms a working platform for the adjacent cell.
3) The materials which are suitable as filling materials for this type of cofferdam are crushed stone, broken bricks, gravel and sand. The clay and other materials which require consolidation before they can offer resistance to external pressure should not be used as the filling materials.
4) The cellular cofferdams can also be used on an irregular river bed. The lengths of steel sheet piles will have to be adjusted according to the profile of the river bed.
5) The curvature of the sheeting to form the cell is obtained through the ability of interlocking clutches of the steel sheet piles. These clutches permit the deviation from one sheet pile to the other.
6) The driving of steel sheet piles should be smooth. Otherwise, it will break the interlocking joint and the cell may fail.
7) If there is any danger of overturning of cell due to earth pressure, the inside and outside berms should be provided.
8) It should be remembered that if one sheet or interlocking joint fails, the whole cell fails with serious consequences. Hence, this type of cofferdam is unsuitable for grounds containing boulders or such obstructions.
9) It is found that the cellular cofferdams are relatively hard to pull. It is very difficult to remove the first sheet pile. It is therefore necessary to provide sufficient grease in the interlocks of the sheet piles before they are placed in position.
10) For small bridge piers, a single cell is sometimes made large enough to surround the entire foundation of the pier. As such a cell cannot be filled up, the steel sheet piles are to be supported by circular rings.
11) The detailed structural design of cellular cofferdams is rather complicated and the forces which are taken into account in the design are weight of filling, weight of sheet piles, pressure due to water, resistance of soil to sliding, etc.
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