A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Combined underground diaphragm wall and construction method thereof
The invention discloses a combined underground diaphragm wall and a construction method thereof, and relates to the technical field of diaphragm wall construction.The combined underground diaphragm wall comprises two L-shaped guide walls, a positioning guide groove is formed between the two L-shaped guide walls, positioning grooves are formed in the inner surfaces of the L-shaped guide walls, and steel inserting plates are arranged in the positioning grooves of the L-shaped guide walls; guide grooves are formed in the inner surfaces of the steel inserting plates, the two oppositely-arranged steel inserting plates are fixedly connected through the sub-special-shaped reinforcing parts, the multiple sub-special-shaped reinforcing parts are arranged in the long edge direction of the guide grooves of the steel inserting plates from top to bottom, and every two adjacent sub-special-shaped reinforcing parts in the vertical direction are welded. And a plurality of sub special-shaped reinforcing members form a sub reinforcing structure. The method has the effects of improving the bearing capacity and durability of the wall while improving the construction efficiency.
本发明公开了一种组合式地下连续墙及其施工方法，涉及连续墙施工的技术领域，其组合式地下连续墙，包括两个L字形导墙，两个L字形导墙之间形成定位导槽，L字形导墙的内表面设有定位槽，L字形导墙的定位槽内设有钢插板，钢插板的内表面设有导向槽，两个呈相对设置的钢插板之间通过子异形加固件固定连接，子异形加固件沿着钢插板的导向槽的长边方向由上至下设置有若干个，且相邻上下两个子异形加固件之间焊接设置，若干个子异形加固件组成一个子加固结构。本发明具有提高施工效率的同时增强了墙体的承载能力和持久性的作用。
Combined underground diaphragm wall and construction method thereof
The invention discloses a combined underground diaphragm wall and a construction method thereof, and relates to the technical field of diaphragm wall construction.The combined underground diaphragm wall comprises two L-shaped guide walls, a positioning guide groove is formed between the two L-shaped guide walls, positioning grooves are formed in the inner surfaces of the L-shaped guide walls, and steel inserting plates are arranged in the positioning grooves of the L-shaped guide walls; guide grooves are formed in the inner surfaces of the steel inserting plates, the two oppositely-arranged steel inserting plates are fixedly connected through the sub-special-shaped reinforcing parts, the multiple sub-special-shaped reinforcing parts are arranged in the long edge direction of the guide grooves of the steel inserting plates from top to bottom, and every two adjacent sub-special-shaped reinforcing parts in the vertical direction are welded. And a plurality of sub special-shaped reinforcing members form a sub reinforcing structure. The method has the effects of improving the bearing capacity and durability of the wall while improving the construction efficiency.
本发明公开了一种组合式地下连续墙及其施工方法，涉及连续墙施工的技术领域，其组合式地下连续墙，包括两个L字形导墙，两个L字形导墙之间形成定位导槽，L字形导墙的内表面设有定位槽，L字形导墙的定位槽内设有钢插板，钢插板的内表面设有导向槽，两个呈相对设置的钢插板之间通过子异形加固件固定连接，子异形加固件沿着钢插板的导向槽的长边方向由上至下设置有若干个，且相邻上下两个子异形加固件之间焊接设置，若干个子异形加固件组成一个子加固结构。本发明具有提高施工效率的同时增强了墙体的承载能力和持久性的作用。
Combined underground diaphragm wall and construction method thereof
一种组合式地下连续墙及其施工方法
JIN KAIJIE (author) / XU GUODONG (author) / ZHOU MENGYAO (author) / ZHENG ZEXING (author) / WU YANLEI (author) / BO QICHEN (author) / XIONG HONGMEI (author) / YIN XIAOJUAN (author) / ZHOU JIE (author)
2024-12-17
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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