Lateral displacement resisting horizontal supporting structure for post-cast strip of super high-rise underground wall

Abstract

The invention provides a lateral displacement resisting horizontal supporting structure for a post-cast strip of a super high-rise underground wall. The lateral displacement resisting horizontal supporting structure comprises an outer wall, frame columns and a top plate installed on the outer wall and the frame columns. The structure further comprises a post-cast strip and a supporting structure installed on the post-cast strip, the supporting structure comprises a mother plate, an inserting plate and a locking piece, an inserting groove is formed in the mother plate, the inserting plate partially extends into the inserting groove and is locked through the locking piece, and the supporting structure tightly abuts against the two sides of the post-cast strip. According to the scheme, the inserting groove is formed in the mother plate, the mother plate and the inserting plate are placed into the post-cast strip after the inserting plate is inserted into the mother plate, then the inserting plate and the mother plate are locked through the locking piece, the inserting structure abuts against the two sides of the post-cast strip to provide a supporting effect, and equivalently, horizontal supporting force is provided; the effect of preventing the outer wall from moving inwards and even collapsing can be achieved. The lateral displacement resisting horizontal supporting structure for the post-cast strip of the super high-rise underground wall has the advantage of being capable of preventing an outer wall from moving inwards and even collapsing.

Description

technical field [0001] The invention relates to the technical field of support structures, in particular to a post-cast belt anti-lateral displacement horizontal support structure of a super high-rise underground wall. Background technique [0002] In the prior art, for some super high-rise buildings, the post-casting belt is located outside the frame column, and the basement exterior wall cannot form an integral force with the indoor frame column. If the top is not used for backfilling outdoors, the lateral shear force of the exterior wall will be too large , will cause the outer roof and outer wall to resist horizontal shear force insufficiently and move to the inner side, which may lead to the collapse of the outer wall in severe cases. [0003] In view of this, it is necessary to provide a new super-high-rise underground wall post-casting anti-lateral displacement horizontal support structure to solve or at least improve the above-mentioned technical defects. Contents ...

AI Technical Summary

Problems solved by technology

[0004] The main purpose of the present invention is to provide a super high-rise underground wall post-cast belt anti-lateral displacement horizontal support structure, aiming to solve the technical problem in the prior art that the outer roof and outer wall of the basement produce inner displacement, which easily leads to the collapse of the outer wall

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