A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall reinforcement cage joint water seepage prevention structure and construction method thereof
The invention belongs to the technical field of municipal engineering diaphragm wall construction, and particularly relates to an underground diaphragm wall reinforcement cage joint water seepage prevention structure and a construction method thereof. The underground diaphragm wall reinforcement cage joint water seepage prevention structure comprises a diaphragm wall reinforcement cage, steel plates are arranged at the bottom end and the two side surfaces of the diaphragm wall reinforcement cage, and steel angles are outwards arranged at the ends of the steel plates on the two sides of one end of the diaphragm wall reinforcement cage; the steel plates at the two ends of the other side are bent and necked inwards to form a steel plate guider, and an angle steel and the other section of the steel plate guider can be subjected to sealing welding treatment. According to the underground diaphragm wall reinforcement cage joint water seepage prevention structure, construction of an existing underground diaphragm wall section splicing part is transformed, and the good water seepage prevention effect is achieved.
本发明属于市政工程地连墙施工技术领域，具体涉及一种地下连续墙钢筋笼接缝防渗水结构及其施工方法，包括地连墙钢筋笼，所述地连墙钢筋笼底端和两侧表面设置有钢板，地连墙钢筋笼一端两侧钢板端头向外设置有角钢，另一侧两端钢板向内弯折缩口设置成钢板引导器，角钢和另一段钢板引导器能够进行密封焊接处理。本发明开发一种地下连续墙钢筋笼接缝防渗水结构，对现有地下连续墙段拼接部分施工进行改造，实现良好的防渗水效果。
Underground diaphragm wall reinforcement cage joint water seepage prevention structure and construction method thereof
The invention belongs to the technical field of municipal engineering diaphragm wall construction, and particularly relates to an underground diaphragm wall reinforcement cage joint water seepage prevention structure and a construction method thereof. The underground diaphragm wall reinforcement cage joint water seepage prevention structure comprises a diaphragm wall reinforcement cage, steel plates are arranged at the bottom end and the two side surfaces of the diaphragm wall reinforcement cage, and steel angles are outwards arranged at the ends of the steel plates on the two sides of one end of the diaphragm wall reinforcement cage; the steel plates at the two ends of the other side are bent and necked inwards to form a steel plate guider, and an angle steel and the other section of the steel plate guider can be subjected to sealing welding treatment. According to the underground diaphragm wall reinforcement cage joint water seepage prevention structure, construction of an existing underground diaphragm wall section splicing part is transformed, and the good water seepage prevention effect is achieved.
本发明属于市政工程地连墙施工技术领域，具体涉及一种地下连续墙钢筋笼接缝防渗水结构及其施工方法，包括地连墙钢筋笼，所述地连墙钢筋笼底端和两侧表面设置有钢板，地连墙钢筋笼一端两侧钢板端头向外设置有角钢，另一侧两端钢板向内弯折缩口设置成钢板引导器，角钢和另一段钢板引导器能够进行密封焊接处理。本发明开发一种地下连续墙钢筋笼接缝防渗水结构，对现有地下连续墙段拼接部分施工进行改造，实现良好的防渗水效果。
Underground diaphragm wall reinforcement cage joint water seepage prevention structure and construction method thereof
一种地下连续墙钢筋笼接缝防渗水结构及其施工方法
ZHOU HONGGUANG (author) / ZHANG ANZHONG (author) / GAO XINGXING (author) / HUANG XIANQING (author) / HU SHAOYONG (author)
2021-09-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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