Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underground diaphragm wall structure and construction method
The underground diaphragm wall structure comprises a first prefabricated wall body and a second prefabricated wall body, a connecting groove is formed in the right side of the first prefabricated wall body, a mounting groove is formed in the inner wall of the left side of the connecting groove, and a fixing groove is formed in the top of the first prefabricated wall body; connecting assemblies are arranged in the first prefabricated wall body and on the left side of the second prefabricated wall body, each connecting assembly comprises a threaded cylinder rotationally mounted on the inner bottom wall of the corresponding fixing groove, a moving block is mounted on the inner wall of each threaded cylinder in a threaded mode, and a movable rod extending into the corresponding mounting groove is fixedly mounted at the bottom of each moving block; a plurality of limiting grooves are formed in the right side of the movable rod, limiting blocks are fixedly installed between the inner walls of the front side and the rear side of each limiting groove, and a connecting plate matched with the connecting groove is fixedly installed on the left side of the second prefabricated wall body. According to the underground diaphragm wall structure and the construction method, the position of the guide wall is more accurate, inclination is not prone to occurring, and the construction quality of the diaphragm wall is guaranteed.
本发明涉及一种地下连续墙结构及施工方法，包括第一预制墙体和第二预制墙体，所述第一预制墙体的右侧开设有连接槽，所述连接槽左侧的内壁开设有安装槽，所述第一预制墙体的顶部开设有固定槽，所述第一预制墙体的内部和第二预制墙体的左侧设置有连接组件，所述连接组件包括转动安装在固定槽内底壁的螺纹筒，所述螺纹筒的内壁螺纹安装有移动块，所述移动块的底部固定安装有延伸到安装槽内部的活动杆，所述活动杆的右侧开设有若干个限位槽，所述限位槽前后两侧的内壁之间均固定安装有限位块，所述第二预制墙体的左侧固定安装有与连接槽相适配的连接板。该地下连续墙结构及施工方法，导墙的位置更加准确，不易发生倾斜，保证了连续墙施工的质量。
Underground diaphragm wall structure and construction method
The underground diaphragm wall structure comprises a first prefabricated wall body and a second prefabricated wall body, a connecting groove is formed in the right side of the first prefabricated wall body, a mounting groove is formed in the inner wall of the left side of the connecting groove, and a fixing groove is formed in the top of the first prefabricated wall body; connecting assemblies are arranged in the first prefabricated wall body and on the left side of the second prefabricated wall body, each connecting assembly comprises a threaded cylinder rotationally mounted on the inner bottom wall of the corresponding fixing groove, a moving block is mounted on the inner wall of each threaded cylinder in a threaded mode, and a movable rod extending into the corresponding mounting groove is fixedly mounted at the bottom of each moving block; a plurality of limiting grooves are formed in the right side of the movable rod, limiting blocks are fixedly installed between the inner walls of the front side and the rear side of each limiting groove, and a connecting plate matched with the connecting groove is fixedly installed on the left side of the second prefabricated wall body. According to the underground diaphragm wall structure and the construction method, the position of the guide wall is more accurate, inclination is not prone to occurring, and the construction quality of the diaphragm wall is guaranteed.
本发明涉及一种地下连续墙结构及施工方法，包括第一预制墙体和第二预制墙体，所述第一预制墙体的右侧开设有连接槽，所述连接槽左侧的内壁开设有安装槽，所述第一预制墙体的顶部开设有固定槽，所述第一预制墙体的内部和第二预制墙体的左侧设置有连接组件，所述连接组件包括转动安装在固定槽内底壁的螺纹筒，所述螺纹筒的内壁螺纹安装有移动块，所述移动块的底部固定安装有延伸到安装槽内部的活动杆，所述活动杆的右侧开设有若干个限位槽，所述限位槽前后两侧的内壁之间均固定安装有限位块，所述第二预制墙体的左侧固定安装有与连接槽相适配的连接板。该地下连续墙结构及施工方法，导墙的位置更加准确，不易发生倾斜，保证了连续墙施工的质量。
Underground diaphragm wall structure and construction method
一种地下连续墙结构及施工方法
DENG LIANGHAO (Autor:in) / YAN ZHENHUA (Autor:in) / LI ZHIGUANG (Autor:in) / LONG YAFEI (Autor:in) / CAO ZHONGLIN (Autor:in)
10.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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