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A platform for research: civil engineering, architecture and urbanism
Prefabricated underground diaphragm wall construction system and construction method
The invention discloses a prefabricated underground diaphragm wall construction system and a construction method. The construction system comprises a diaphragm wall main body and embedded limiting steel plates, guide grooves are formed in the surface of the continuous wall body, guide assemblies are arranged on the surfaces of the pre-embedded limiting steel plates, and the continuous wall body slides between the pre-embedded limiting steel plates arranged in parallel in the vertical direction through cooperation of the guide assemblies and the guide grooves. The construction method is carried out by adopting the prefabricated underground diaphragm wall construction system. According to the prefabricated underground diaphragm wall construction system, the construction efficiency can be greatly improved, the construction period is shortened, the construction cost is saved, and the prefabricated underground diaphragm wall construction system has the advantages of being stable in structure, high in rigidity and good in waterproofness.
本发明公开了一种预制装配式地下连续墙施工体系及施工方法，施工体系包括连续墙主体和预埋限位钢板；连续墙主体表面设置有导槽，预埋限位钢板表面设置有导向组件，连续墙主体通过导向组件和导槽的配合在平行设置的预埋限位钢板之间沿垂直方向滑动。施工方法采用上述预制装配式地下连续墙施工体系进行。本发明的预制装配式地下连续墙施工系统可大幅提升施工效率、缩短施工周期、节约施工成本，具有结构稳定、刚度强、防水性好的优势。
Prefabricated underground diaphragm wall construction system and construction method
The invention discloses a prefabricated underground diaphragm wall construction system and a construction method. The construction system comprises a diaphragm wall main body and embedded limiting steel plates, guide grooves are formed in the surface of the continuous wall body, guide assemblies are arranged on the surfaces of the pre-embedded limiting steel plates, and the continuous wall body slides between the pre-embedded limiting steel plates arranged in parallel in the vertical direction through cooperation of the guide assemblies and the guide grooves. The construction method is carried out by adopting the prefabricated underground diaphragm wall construction system. According to the prefabricated underground diaphragm wall construction system, the construction efficiency can be greatly improved, the construction period is shortened, the construction cost is saved, and the prefabricated underground diaphragm wall construction system has the advantages of being stable in structure, high in rigidity and good in waterproofness.
本发明公开了一种预制装配式地下连续墙施工体系及施工方法，施工体系包括连续墙主体和预埋限位钢板；连续墙主体表面设置有导槽，预埋限位钢板表面设置有导向组件，连续墙主体通过导向组件和导槽的配合在平行设置的预埋限位钢板之间沿垂直方向滑动。施工方法采用上述预制装配式地下连续墙施工体系进行。本发明的预制装配式地下连续墙施工系统可大幅提升施工效率、缩短施工周期、节约施工成本，具有结构稳定、刚度强、防水性好的优势。
Prefabricated underground diaphragm wall construction system and construction method
一种预制装配式地下连续墙施工系统和施工方法
ZHANG BIAO (author) / ZHANG SHUNSHUN (author) / ZHANG DAOBING (author) / ZHANG JIAHUA (author) / LI TING (author) / SUN HONG (author) / YIN HUADONG (author) / ZENG LINHAI (author) / JIANG XIANYONG (author) / YANG YONGXIANG (author)
2024-10-25
Patent
Electronic Resource
Chinese
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