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Joint device for underground diaphragm wall construction
The invention relates to the technical field of capital construction engineering, in particular to a connector device for underground diaphragm wall construction, which comprises a main frame I-shaped steel for connecting two adjacent unit wall sections, and connecting mechanisms are arranged on wing plates on two sides of the main frame I-shaped steel. Meanwhile, the connecting mechanism extends in the width direction of the web plate of the main frame I-shaped steel, so that after the adjacent unit wall sections are poured, the connecting mechanism can stably connect the main frame I-shaped steel and the unit wall sections, and the joint device can bear shearing force on a vertical joint of the underground diaphragm wall; the adjacent unit wall sections form a whole to jointly bear the vertical load of the upper structure, uneven settlement of the unit wall sections is coordinated, and meanwhile, the auxiliary frame I-shaped steel is installed on the two sides of the main frame I-shaped steel web, so that the water flowing path needed by water leakage is increased, and the connector device also has the good water stopping performance.
本发明涉及基建工程技术领域,具体是涉及一种地下连续墙施工用接头装置,包括用于连接两个相邻的单元墙段的主架工字钢,主架工字钢两侧的翼板上均设置有连接机构,本发明通过在主架工字钢两侧的翼板上排列设置连接机构,同时连接机构沿主架工字钢腹板的宽度方向延伸,使得相邻的单元墙段在浇筑完成后,连接机构能够稳定地将主架工字钢与单元墙段稳定连接,接头装置可承受地下连续墙垂直接缝上的剪力,并使相邻单元墙段形成整体共同承担上部结构的竖向荷载,实现协调单元墙段的不均匀沉降,同时因主架工字钢腹板的两侧安装有辅架工字钢,进而增加了渗漏水所需的流水路径,使得本接头装置亦具备较好的止水性能。
Joint device for underground diaphragm wall construction
The invention relates to the technical field of capital construction engineering, in particular to a connector device for underground diaphragm wall construction, which comprises a main frame I-shaped steel for connecting two adjacent unit wall sections, and connecting mechanisms are arranged on wing plates on two sides of the main frame I-shaped steel. Meanwhile, the connecting mechanism extends in the width direction of the web plate of the main frame I-shaped steel, so that after the adjacent unit wall sections are poured, the connecting mechanism can stably connect the main frame I-shaped steel and the unit wall sections, and the joint device can bear shearing force on a vertical joint of the underground diaphragm wall; the adjacent unit wall sections form a whole to jointly bear the vertical load of the upper structure, uneven settlement of the unit wall sections is coordinated, and meanwhile, the auxiliary frame I-shaped steel is installed on the two sides of the main frame I-shaped steel web, so that the water flowing path needed by water leakage is increased, and the connector device also has the good water stopping performance.
本发明涉及基建工程技术领域,具体是涉及一种地下连续墙施工用接头装置,包括用于连接两个相邻的单元墙段的主架工字钢,主架工字钢两侧的翼板上均设置有连接机构,本发明通过在主架工字钢两侧的翼板上排列设置连接机构,同时连接机构沿主架工字钢腹板的宽度方向延伸,使得相邻的单元墙段在浇筑完成后,连接机构能够稳定地将主架工字钢与单元墙段稳定连接,接头装置可承受地下连续墙垂直接缝上的剪力,并使相邻单元墙段形成整体共同承担上部结构的竖向荷载,实现协调单元墙段的不均匀沉降,同时因主架工字钢腹板的两侧安装有辅架工字钢,进而增加了渗漏水所需的流水路径,使得本接头装置亦具备较好的止水性能。
Joint device for underground diaphragm wall construction
一种地下连续墙施工用接头装置
SHI SHIYONG (author) / WANG ZIYANG (author) / WANG ZHONGJIN (author) / WANG QIANHAO (author) / YE JUNNENG (author) / ZHANG RIHONG (author)
2024-02-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Underground diaphragm wall joint and construction method of underground diaphragm wall
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