A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall and construction method thereof
The invention provides an underground diaphragm wall and a construction method thereof. The underground diaphragm wall comprises a soil layer; connecting grooves are formed in the two ends of the prefabricated wall plate correspondingly, and storage grooves are symmetrically formed in the prefabricated wall plate; a plurality of grooves are symmetrically formed in the side wall of the prefabricated wall plate, a plurality of through holes are formed in the grooves, and the through holes communicate with the interior of the storage groove; a wall body; the wall body is poured on sealing mechanisms on the two sides of the prefabricated wall panel, the multiple clamping grooves are formed in the side wall of the prefabricated wall panel, the side wall of one end of each clamping groove is obliquely arranged, and the fixing rods are clamped in the clamping grooves; the rubber pad is installed on the side wall of the fixing rod, the communicating groove is formed in the side wall of the fixing rod, and the rubber pad abuts against the side wall of the clamping groove. A grouting mechanism; a fixing mechanism; the underground diaphragm wall and the construction method thereof have the advantages that concrete streaming is avoided, the water stopping effect of joints is guaranteed, and the construction efficiency is improved.
本发明提供一种地下连续墙及其施工方法。所述地下连续墙包括土层；预制墙板，所述预制墙板的两端分别设有连接槽，所述预制墙板的内部对称设有储存槽；所述预制墙板的侧壁对称设有多条凹槽，所述凹槽的内部设有多个通孔，且所述通孔连通所述储存槽的内部；墙体；所述墙体浇注于所述预制墙板的两侧密封机构，所述预制墙板的侧壁设有多条所述卡槽，所述卡槽的一端侧壁倾斜设置，所述卡槽的内部卡合所述固定杆；所述固定杆的侧壁安装所述橡胶垫，且所述固定杆的侧壁设有所述连通槽，所述橡胶垫抵触所述卡槽的侧壁；注浆机构；固定机构；本发明提供的地下连续墙及其施工方法具有避免了混凝土绕流、保证了接缝的止水效果、加快施工效率的优点。
Underground diaphragm wall and construction method thereof
The invention provides an underground diaphragm wall and a construction method thereof. The underground diaphragm wall comprises a soil layer; connecting grooves are formed in the two ends of the prefabricated wall plate correspondingly, and storage grooves are symmetrically formed in the prefabricated wall plate; a plurality of grooves are symmetrically formed in the side wall of the prefabricated wall plate, a plurality of through holes are formed in the grooves, and the through holes communicate with the interior of the storage groove; a wall body; the wall body is poured on sealing mechanisms on the two sides of the prefabricated wall panel, the multiple clamping grooves are formed in the side wall of the prefabricated wall panel, the side wall of one end of each clamping groove is obliquely arranged, and the fixing rods are clamped in the clamping grooves; the rubber pad is installed on the side wall of the fixing rod, the communicating groove is formed in the side wall of the fixing rod, and the rubber pad abuts against the side wall of the clamping groove. A grouting mechanism; a fixing mechanism; the underground diaphragm wall and the construction method thereof have the advantages that concrete streaming is avoided, the water stopping effect of joints is guaranteed, and the construction efficiency is improved.
本发明提供一种地下连续墙及其施工方法。所述地下连续墙包括土层；预制墙板，所述预制墙板的两端分别设有连接槽，所述预制墙板的内部对称设有储存槽；所述预制墙板的侧壁对称设有多条凹槽，所述凹槽的内部设有多个通孔，且所述通孔连通所述储存槽的内部；墙体；所述墙体浇注于所述预制墙板的两侧密封机构，所述预制墙板的侧壁设有多条所述卡槽，所述卡槽的一端侧壁倾斜设置，所述卡槽的内部卡合所述固定杆；所述固定杆的侧壁安装所述橡胶垫，且所述固定杆的侧壁设有所述连通槽，所述橡胶垫抵触所述卡槽的侧壁；注浆机构；固定机构；本发明提供的地下连续墙及其施工方法具有避免了混凝土绕流、保证了接缝的止水效果、加快施工效率的优点。
Underground diaphragm wall and construction method thereof
一种地下连续墙及其施工方法
JIAO TING (author) / RU RUICHUN (author) / SHI LEI (author) / HU JINGJING (author) / ZHAO XIAOGUANG (author) / LIN MINGXU (author) / ZHANG HUIYI (author) / WU BINHAI (author) / DING YIFAN (author) / LIU CHUNYANG (author)
2023-09-22
Patent
Electronic Resource
Chinese
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