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A platform for research: civil engineering, architecture and urbanism
Steel box underground diaphragm wall structure and construction method thereof
The invention belongs to the technical field of building construction, and discloses a steel box underground diaphragm wall structure and a construction method thereof. The steel box underground diaphragm wall structure comprises a plurality of first components and a plurality of second components, and the first components and the second components are alternately connected. The female connector at one end of the first component can be connected with the male connector on the second component, and the two first flange plates at the other end of the first component can be attached to the two second flange plates of the other second component in an inserted mode. When the first component and the second component deflect, deviation correction can be conducted by changing the connecting angle of the female connector and the male connector, and the connecting angle of the first component and the second component can be adjusted by changing the attaching angle and the attaching width of the first flange plate and the second flange plate. And the deviation rectifying space between the first component and the second component is correspondingly increased by adjusting the attaching angle and the attaching width of the first flange plate and the second flange plate, so that the deviation rectifying operation is more convenient and faster, and the construction efficiency is effectively improved.
本发明属于建筑施工技术领域，公开了一种钢箱地下连续墙结构及其施工方法。其中，钢箱地下连续墙结构包括多个第一构件和多个第二构件，第一构件与第二构件交替连接。第一构件一端的雌接头能够与第二构件上的雄接头相连，第一构件另一端的两个第一翼缘板能够与另一个第二构件的两个第二翼缘板插接贴合。当第一构件和第二构件之间发生偏斜时，既可以通过改变雌、雄接头的连接角度进行纠偏，还可以通过改变第一翼缘板和第二翼缘板的贴合角度以及贴合宽度来调整第一构件和第二构件的连接角度。第一翼缘板和第二翼缘板的贴合角度以及贴合宽度的调整相应地增大了第一构件和第二构件之间的纠偏空间，使纠偏操作更加方便快捷，有效提高了施工效率。
Steel box underground diaphragm wall structure and construction method thereof
The invention belongs to the technical field of building construction, and discloses a steel box underground diaphragm wall structure and a construction method thereof. The steel box underground diaphragm wall structure comprises a plurality of first components and a plurality of second components, and the first components and the second components are alternately connected. The female connector at one end of the first component can be connected with the male connector on the second component, and the two first flange plates at the other end of the first component can be attached to the two second flange plates of the other second component in an inserted mode. When the first component and the second component deflect, deviation correction can be conducted by changing the connecting angle of the female connector and the male connector, and the connecting angle of the first component and the second component can be adjusted by changing the attaching angle and the attaching width of the first flange plate and the second flange plate. And the deviation rectifying space between the first component and the second component is correspondingly increased by adjusting the attaching angle and the attaching width of the first flange plate and the second flange plate, so that the deviation rectifying operation is more convenient and faster, and the construction efficiency is effectively improved.
本发明属于建筑施工技术领域，公开了一种钢箱地下连续墙结构及其施工方法。其中，钢箱地下连续墙结构包括多个第一构件和多个第二构件，第一构件与第二构件交替连接。第一构件一端的雌接头能够与第二构件上的雄接头相连，第一构件另一端的两个第一翼缘板能够与另一个第二构件的两个第二翼缘板插接贴合。当第一构件和第二构件之间发生偏斜时，既可以通过改变雌、雄接头的连接角度进行纠偏，还可以通过改变第一翼缘板和第二翼缘板的贴合角度以及贴合宽度来调整第一构件和第二构件的连接角度。第一翼缘板和第二翼缘板的贴合角度以及贴合宽度的调整相应地增大了第一构件和第二构件之间的纠偏空间，使纠偏操作更加方便快捷，有效提高了施工效率。
Steel box underground diaphragm wall structure and construction method thereof
一种钢箱地下连续墙结构及其施工方法
CHEN XIAOMING (author) / WU XINZHI (author) / WU DEHU (author) / ZHENG XIANGJIE (author) / ZHOU RONGFENG (author) / LUO XIN (author) / YANG YIWEN (author) / LI CAO (author) / JIN JING (author) / YAO JIEMIN (author)
2022-04-08
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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