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T-shaped underground diaphragm wall construction structure and construction method
The invention discloses a T-shaped underground diaphragm wall construction structure and a construction method, mainly relates to the technical field of engineering construction, optimizes an underground diaphragm wall structure and a construction process in the prior art, and optimizes a Z-shaped wall + L-shaped wall + linear wall processing mode in the prior art into an inverted L-shaped wall + long L-shaped wall + linear wall. The construction feasibility and the process are optimized, the inverted-L-shaped wall is connected with the long L-shaped wall through the H-shaped waterproof part, the long L-shaped wall is connected with the linear wall through the C-shaped waterproof part, the waterproof problem is effectively solved, and the problems that in the prior art, no waterproof device is arranged at the wall connecting position, and the waterproof effect is poor are solved. The problems that in the prior art, engineering structure construction is inconvenient, hole collapse of the corner guide wall is prone to occurring, and water leakage is prone to occurring are solved.
本发明公开了一种T型地下连续墙施工结构及施工方法,主要涉及工程施工技术领域,将现有技术中的地下连续墙结构和施工过程优化,将将现有技术中的Z字幅墙+L字幅墙+一字幅墙处理方式优化为反L字型墙+长L字型墙+一字型墙,实现了对施工可行性和工序过程的优化,反L字型墙与长L字型墙之间通过H型防水件连接,长L字型墙与一字型墙之间通过C字型防水件相连接,有效解决防水问题,避免了现有技术中墙体连接处无防水装置,只能依靠施打高压旋喷桩进行补强来做防水处理的问题,解决了现有技术中工程结构施工不方便、角部导墙易塌孔、易发生漏水的问题。
T-shaped underground diaphragm wall construction structure and construction method
The invention discloses a T-shaped underground diaphragm wall construction structure and a construction method, mainly relates to the technical field of engineering construction, optimizes an underground diaphragm wall structure and a construction process in the prior art, and optimizes a Z-shaped wall + L-shaped wall + linear wall processing mode in the prior art into an inverted L-shaped wall + long L-shaped wall + linear wall. The construction feasibility and the process are optimized, the inverted-L-shaped wall is connected with the long L-shaped wall through the H-shaped waterproof part, the long L-shaped wall is connected with the linear wall through the C-shaped waterproof part, the waterproof problem is effectively solved, and the problems that in the prior art, no waterproof device is arranged at the wall connecting position, and the waterproof effect is poor are solved. The problems that in the prior art, engineering structure construction is inconvenient, hole collapse of the corner guide wall is prone to occurring, and water leakage is prone to occurring are solved.
本发明公开了一种T型地下连续墙施工结构及施工方法,主要涉及工程施工技术领域,将现有技术中的地下连续墙结构和施工过程优化,将将现有技术中的Z字幅墙+L字幅墙+一字幅墙处理方式优化为反L字型墙+长L字型墙+一字型墙,实现了对施工可行性和工序过程的优化,反L字型墙与长L字型墙之间通过H型防水件连接,长L字型墙与一字型墙之间通过C字型防水件相连接,有效解决防水问题,避免了现有技术中墙体连接处无防水装置,只能依靠施打高压旋喷桩进行补强来做防水处理的问题,解决了现有技术中工程结构施工不方便、角部导墙易塌孔、易发生漏水的问题。
T-shaped underground diaphragm wall construction structure and construction method
一种T型地下连续墙施工结构及施工方法
CHEN HAO (author) / WU CUNLIANG (author) / LI JINGKUN (author) / JIN WEI (author) / ZHAO GUANG (author) / HAN XUPENG (author) / CAI YINGCHUN (author) / HANG GUOQING (author) / HOU RONGHUI (author) / REN HAITAO (author)
2022-03-01
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
European Patent Office | 2021
|Construction method of underground diaphragm wall and underground diaphragm wall
European Patent Office | 2020
|