tall retaining wall structure

Abstract

The invention discloses a high retaining wall structure. The high retaining wall structure comprises a wall panel and a wall bottom plate, wherein a plurality of lines and rows of wall panel hooks are embedded on the side, back to water, of the wall panel; the wall panel hooks are welded with structural reinforcing bars in the wall panel; one end of a first wall body concrete prefabricated slab is connected with the wall panel hooks in a buckled and articulated way; the other end of the first wall body concrete prefabricated slab is sequentially connected with a plurality of wall body concrete prefabricated slabs through steel strand rings; a plurality of rows and lines of flexible skid resistance deloading plates are formed on the side, back to water, of the wall panel; a plurality of flexible anti-sliding bottom plates are formed on the side, back to water, of the wall bottom plate; in order to improve the anti-sliding reliability of a wall body, reserved holes are formed in the flexible bottom plates, and prefabricated anti-sliding piles are inserted into the reserved holes. The high retaining wall structure can be applied to different wall body foundations, and save project cost and accelerate construction speed under the condition that wall bottom stress, wall body differential settlement, stability against overturning, anti-sliding stability, anti-floating stability and wall body structural strength are met.

Description

technical field [0001] The invention relates to a retaining wall structure, and is especially suitable for a high retaining wall structure with insufficient foundation bearing capacity, slow construction progress, and a large amount of traditional retaining wall. Background technique [0002] Existing traditional commonly used hydraulic retaining walls can be divided into gravity type, semi-gravity type, counterweight type, cantilever type, buttress type, empty box type and sheet pile type retaining wall according to their structural characteristics. [0003] The gravity retaining wall itself must have sufficient overall stability, which requires a large volume and weight of the wall, high requirements for the bearing capacity of the foundation, and the foundation cannot be built too high; the retaining wall on the rock foundation is not It is controlled by the bearing capacity, but the gravity retaining wall over 6m has a large section and many consumables, making construct...

AI Technical Summary

Problems solved by technology

[0009] The hydraulic retaining wall in the prior art has the disadvantages of high requirements on foundation bearing capacity, slow construction speed and poor economy

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