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Underground diaphragm wall guide wall and construction method thereof
The invention provides an underground diaphragm wall guide wall and a construction method thereof, and the underground diaphragm wall guide wall comprises a first side guide wall, a second side guide wall, and a positioning assembly of a ground wall joint box or a lock catch pipe arranged between the first side guide wall and the second side guide wall, the first side guide wall and the second side guide wall each comprise a plurality of sub guide wall units spliced in the length direction of the guide wall and splicing seam inserting plates arranged in gaps of every two adjacent sub guide wall units. The underground diaphragm wall guide wall is designed to be modularized and assembled components, the requirements of underground diaphragm wall guide walls with different depths, widths and lengths are met through combination and assembly of different numbers of components, the assembly operation is simple and rapid, the underground diaphragm wall guide wall can be rapidly formed and used, and the underground diaphragm wall guide wall can be repeatedly used; and the construction period is greatly shortened, and a large amount of material and manpower cost investment is saved.
本发明提供了一种地下连续墙导墙及其施工方法,地下连续墙导墙包括:第一侧导墙、第二侧导墙以及设置于第一侧导墙与第二侧导墙之间的地墙接头箱或锁扣管的定位组件,所述第一侧导墙和所述第二侧导墙均包括:若干沿导墙长度方向拼接的子导墙单元以及设置于相邻两个子导墙单元间隙中的拼缝插板。通过将地下连续墙导墙设计为模块化可拼装的构件,通过不同数量的构件的组合,拼装构成满足不同深度、宽度、长度地下连续墙导墙的要求,拼装操作简单迅速,能够快速成形并使用,且可重复周转使用,大幅缩短工期并节省大量的物料及人力的成本投入。
Underground diaphragm wall guide wall and construction method thereof
The invention provides an underground diaphragm wall guide wall and a construction method thereof, and the underground diaphragm wall guide wall comprises a first side guide wall, a second side guide wall, and a positioning assembly of a ground wall joint box or a lock catch pipe arranged between the first side guide wall and the second side guide wall, the first side guide wall and the second side guide wall each comprise a plurality of sub guide wall units spliced in the length direction of the guide wall and splicing seam inserting plates arranged in gaps of every two adjacent sub guide wall units. The underground diaphragm wall guide wall is designed to be modularized and assembled components, the requirements of underground diaphragm wall guide walls with different depths, widths and lengths are met through combination and assembly of different numbers of components, the assembly operation is simple and rapid, the underground diaphragm wall guide wall can be rapidly formed and used, and the underground diaphragm wall guide wall can be repeatedly used; and the construction period is greatly shortened, and a large amount of material and manpower cost investment is saved.
本发明提供了一种地下连续墙导墙及其施工方法,地下连续墙导墙包括:第一侧导墙、第二侧导墙以及设置于第一侧导墙与第二侧导墙之间的地墙接头箱或锁扣管的定位组件,所述第一侧导墙和所述第二侧导墙均包括:若干沿导墙长度方向拼接的子导墙单元以及设置于相邻两个子导墙单元间隙中的拼缝插板。通过将地下连续墙导墙设计为模块化可拼装的构件,通过不同数量的构件的组合,拼装构成满足不同深度、宽度、长度地下连续墙导墙的要求,拼装操作简单迅速,能够快速成形并使用,且可重复周转使用,大幅缩短工期并节省大量的物料及人力的成本投入。
Underground diaphragm wall guide wall and construction method thereof
一种地下连续墙导墙及其施工方法
HUANG XIACHEN (author) / ZHAO JUN (author) / LIU JIAJI (author) / PENG GUANGLEI (author) / QIU CHANGQING (author) / LI TENG (author) / HUANG YAN (author)
2025-01-17
Patent
Electronic Resource
Chinese
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