Flood control wall for narrow shore sections

Abstract

The invention discloses a flood control wall suitable for a narrow coastal segment. The flood control wall suitable for the narrow coastal segment comprises a wall body and a plurality of pile foundations, the pile foundations are located below the wall body, the wall body comprises a wall and a bottom plate, one side of the wall is close to the shore while the other side is close to the water, the bottom plate comprises a toe board and a heel board, both the toe board and heel board are connected with the lower end of the wall, the toe board is distributed at the side of the wall near the shore, the heel board comprises a heel board body part and a pile foundation connecting part, the heel board body part obliquely extends from the lower end of the wall along the side of the wall near the water, the upper surface of the heel board body part is overlapped with the planned riverbed mud surface line of the side of the wall near the water, the pile foundation connecting part is located at the lower end of the heel board body part, the pile foundation connecting part vertically extends towards the downside, and the pile foundations are firmly connected with the lower head face of the toe board and the lower head face of the pile foundation connecting part. The flood control wall has advantages that the flood control wall is small in land space usage, light, beautiful and strong in skid resistance and impact resistance, the emptying of the lower part of the bottom plate is effectively avoided, the actual application range is broad, and the like.

Description

technical field [0001] The invention relates to a flood control wall suitable for narrow shore sections. 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 flood control wall suitable for narrow sho...

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Problems solved by technology

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

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