Pile foundation cap type special-shaped flood control wall

Abstract

The invention discloses a pile foundation bearing table type special-shaped flood control wall. The wall comprises a wall body and multiple pile foundations, wherein the pile foundations are located under the wall body, the wall body comprises a wall part and a base plate, the two sides of the wall part serve as a near-shore side and a near-water side respectively, the base plate comprises a toe board and a heel board, both the toe board and the heel board are connected to the lower end of the wall part, the toe board is arranged on the near-shore side of the wall part, the heel board comprises a heel board body and a pile foundation connecting portion, the heel board body extends obliquely downwards along the near-water side of the wall part from the lower end of the wall part, the upper surface of the heel board body coincides with the planned riverbed mud face line of the near-water side of the wall part, the pile foundation connecting part is located at the lower end of the heel board body, the pile foundation connecting port extends vertically downwards, and the pile foundations are fixedly connected to the lower end face of the toe plate and the lower end face of the pile foundation connecting portion. The wall has the advantages of being small in occupied land area, light, attractive, high in skid resistance and scouring resistance, capable of effectively preventing the lower portion of the base plate from being emptied, and wide in actual application range.

Description

technical field [0001] The invention relates to a pile foundation cap type special-shaped flood control wall. Background technique [0002] The flood control wall is a flood control bank wall built on the bank of the river to resist the tide overflowing. There are many structural forms of the flood control wall, and the low pile cap type flood control wall is one of the most widely used types of flood control walls. In the current flood control wall structure, after the mud surface in front of the wall is cleaned, it is easy to cause the lower part of the floor to be hollowed out, forming hidden dangers or dangerous situations. In addition, because the building is close to the river bank, the construction site of the flood control wall is limited, so the conventional structure of the flood control wall cannot be implemented. Contents of the invention [0003] The technical problem to be solved by the present invention is to provide a pile-capped special-shaped flood cont...

AI Technical Summary

Problems solved by technology

[0003] The technical problem to be solved by the present invention is to provide a pile-capped special-shaped flood control wall in order not to be limited by the narrow shore site and to overcome the defects of the prior art that the lower part of the bottom plate is easy to be hollowed out and poor anti-shock performance.

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