Dewatering and drainage structure of post-cast strip and construction method thereof
A drainage structure and construction method technology, applied in underwater structures, infrastructure engineering, water conservancy projects, etc., can solve the problems of slow drainage in the basement, easy blockage of drainage pipes, etc., to avoid drainage blockage, reduce construction drainage costs, Ensure smooth water seepage
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[0036] Example 1
[0037] A post-pouring belt drainage structure, comprising a drainage pipe 1 buried in the post-pouring belt 1, a water collecting well 2 connected with the drainage pipe 1, a diversion part 3 distributed on the side of the post-pouring belt, the drainage pipe 1. The pipe wall is provided with non-uniformly distributed through holes 11, the drainage pipe 1 is provided with a filter screen 4 for filtering, and the water collection well 2 is provided with a first communication for communicating with the drainage pipe 1. Hole 21, groundwater or water collection is first collected around the drainage pipe 1 through the diversion part 3, then flows into the drainage pipe 1 through the through hole 11 of the drainage pipe 1, and then collected into the collection well 2 to realize the drainage of the basement, the diversion part 3 Facilitate the introduction of water flow into the drain pipe 1. The filter screen 4 effectively filters sand and debris to prevent blockin...
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[0044] Example 2
[0045] A construction method of post-pouring belt drainage structure, including the following steps:
[0046] S1. Lay cement porous bricks on both sides of the post-pouring zone, and pour C15 concrete cushion in the middle;
[0047] S2. Open non-uniformly distributed through holes 11 on the wall of the PVC pipe and wrap the filter screen 4 on the outside of the PVC pipe body as the drainage pipe 1. The diameter of the PVC pipe is 50mm;
[0048] S3. Lay the drain pipe 1 on the upper surface of the C15 concrete cushion;
[0049] S4. Lay gravel on the C15 concrete cushion to completely cover the drainage pipe 1;
[0050] S5. After dry laying a linoleum layer on the gravel, pour 30mm thick fine stone concrete on the gravel;
[0051] S6. A first communication hole 21 is opened on the side wall of the collection well 2 and connects the collection well 2 and the drainage pipe 1. In this solution, the collection well 2 can be a cylinder or a rectangular parallelepiped, and the ...
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