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Underground water diversion structure of underground diaphragm wall and construction method
The underground diaphragm wall underground water diversion structure comprises an underground diaphragm wall, reducing filter material water collecting areas used for reducing drainage are arranged on the two sides of the underground diaphragm wall, a diversion reserved opening is formed in the bottom of the underground diaphragm wall, underground diaphragm wall steel bars are installed at the diversion reserved opening, and the diversion reserved opening corresponds to a diversion channel pipe. Before the pipeline is installed, the water-blocking rubber gasket is placed in the flow guide reserved opening, and the water-blocking insertion opening of the water collection flow guide pipe is inserted into the water-blocking rubber gasket. Holes are reserved in the continuous wall, no hole needs to be drilled after construction is finished, the variable-diameter water collecting area and the water collecting and flow guiding pipe are arranged on the outer side to guarantee the flow guiding efficiency, and flowing water smoothness is guaranteed through the filtering structure.
本发明提供了一种地下连续墙地下水导流结构及施工方法,包括地下连续墙,地下连续墙两侧设置用于变径引流的变径滤材集水区,地下连续墙的底部设置导流预留口,导流预留口位置处安装地下连续墙钢筋,导流预留口对应导流通道管,管道安装前,将阻水橡胶垫片放入导流预留口中,集水导流管阻水插口插入阻水橡胶垫片。本发明通过连续墙预留孔洞,施工结束后不需要再打孔,外侧设置变径集水区和集水导流管保证导流效率,通过过滤结构保证流水通畅性。
Underground water diversion structure of underground diaphragm wall and construction method
The underground diaphragm wall underground water diversion structure comprises an underground diaphragm wall, reducing filter material water collecting areas used for reducing drainage are arranged on the two sides of the underground diaphragm wall, a diversion reserved opening is formed in the bottom of the underground diaphragm wall, underground diaphragm wall steel bars are installed at the diversion reserved opening, and the diversion reserved opening corresponds to a diversion channel pipe. Before the pipeline is installed, the water-blocking rubber gasket is placed in the flow guide reserved opening, and the water-blocking insertion opening of the water collection flow guide pipe is inserted into the water-blocking rubber gasket. Holes are reserved in the continuous wall, no hole needs to be drilled after construction is finished, the variable-diameter water collecting area and the water collecting and flow guiding pipe are arranged on the outer side to guarantee the flow guiding efficiency, and flowing water smoothness is guaranteed through the filtering structure.
本发明提供了一种地下连续墙地下水导流结构及施工方法,包括地下连续墙,地下连续墙两侧设置用于变径引流的变径滤材集水区,地下连续墙的底部设置导流预留口,导流预留口位置处安装地下连续墙钢筋,导流预留口对应导流通道管,管道安装前,将阻水橡胶垫片放入导流预留口中,集水导流管阻水插口插入阻水橡胶垫片。本发明通过连续墙预留孔洞,施工结束后不需要再打孔,外侧设置变径集水区和集水导流管保证导流效率,通过过滤结构保证流水通畅性。
Underground water diversion structure of underground diaphragm wall and construction method
一种地下连续墙地下水导流结构及施工方法
LI JIANGNING (Autor:in) / QIAO ZENGSHUO (Autor:in) / GU YEHAO (Autor:in) / ZHUANG XINGBO (Autor:in) / PAN PUGUO (Autor:in) / KOU KUN (Autor:in) / JIN BAO (Autor:in)
29.12.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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