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High underground water level post-cast strip structure and post-cast strip sealing construction method
The invention relates to a high underground water level post-cast strip structure and a post-cast strip sealing construction method.The high underground water level post-cast strip structure comprises foundation soil, a cushion layer, a post-cast strip cushion layer and a post-cast strip concrete layer from bottom to top and further comprises a drainage device, the drainage device comprises a double-wall corrugated pipe, a drainage pipe and a water pumping pipe, and the double-wall corrugated pipe extends to the foundation soil from the post-cast strip concrete layer; one end of the drainage pipe is located in the double-wall corrugated pipe and is spaced from the inner wall of the double-wall corrugated pipe, and the other end of the drainage pipe extends out of the double-wall corrugated pipe and is connected with a flange valve; the outer surface of the double-wall corrugated pipe is covered with water seepage holes and wrapped with a layer of steel wire mesh. In the post-cast strip concrete pouring process, the drainage device is installed at the water burst point, water is pumped through the water pump, the water pressure of confined water is reduced, a soil layer at the bottom of the post-cast strip is prevented from protruding, and it is guaranteed that post-cast strip concrete pouring is conducted smoothly.
本发明涉及一种高地下水位后浇带结构及后浇带封闭施工方法,自下而上包括地基土、垫层、后浇带垫层和后浇带混凝土层,还包括排水装置,排水装置包括双壁波纹管、排水管和抽水管,双壁波纹管自后浇带混凝土层延伸至地基土,排水管一端位于双壁波纹管内且与双壁波纹管内壁间隔设置,另一端伸出双壁波纹管且连接有法兰阀,抽水管一端可插入排水管内,另一端连接水泵;双壁波纹管外表面布满渗水孔和包裹有一层钢丝网。在后浇带混凝土浇筑过程中,本发明在涌水点安装排水装置,通过水泵抽水,降低了承压水的水压力,避免后浇带底部的土层隆起,确保后浇带混凝土浇筑顺利进行。
High underground water level post-cast strip structure and post-cast strip sealing construction method
The invention relates to a high underground water level post-cast strip structure and a post-cast strip sealing construction method.The high underground water level post-cast strip structure comprises foundation soil, a cushion layer, a post-cast strip cushion layer and a post-cast strip concrete layer from bottom to top and further comprises a drainage device, the drainage device comprises a double-wall corrugated pipe, a drainage pipe and a water pumping pipe, and the double-wall corrugated pipe extends to the foundation soil from the post-cast strip concrete layer; one end of the drainage pipe is located in the double-wall corrugated pipe and is spaced from the inner wall of the double-wall corrugated pipe, and the other end of the drainage pipe extends out of the double-wall corrugated pipe and is connected with a flange valve; the outer surface of the double-wall corrugated pipe is covered with water seepage holes and wrapped with a layer of steel wire mesh. In the post-cast strip concrete pouring process, the drainage device is installed at the water burst point, water is pumped through the water pump, the water pressure of confined water is reduced, a soil layer at the bottom of the post-cast strip is prevented from protruding, and it is guaranteed that post-cast strip concrete pouring is conducted smoothly.
本发明涉及一种高地下水位后浇带结构及后浇带封闭施工方法,自下而上包括地基土、垫层、后浇带垫层和后浇带混凝土层,还包括排水装置,排水装置包括双壁波纹管、排水管和抽水管,双壁波纹管自后浇带混凝土层延伸至地基土,排水管一端位于双壁波纹管内且与双壁波纹管内壁间隔设置,另一端伸出双壁波纹管且连接有法兰阀,抽水管一端可插入排水管内,另一端连接水泵;双壁波纹管外表面布满渗水孔和包裹有一层钢丝网。在后浇带混凝土浇筑过程中,本发明在涌水点安装排水装置,通过水泵抽水,降低了承压水的水压力,避免后浇带底部的土层隆起,确保后浇带混凝土浇筑顺利进行。
High underground water level post-cast strip structure and post-cast strip sealing construction method
一种高地下水位后浇带结构及后浇带封闭施工方法
ZHAO BIN (author) / HUANG RENQIU (author) / MA RONGMIN (author) / HUANG LIQIN (author) / WANG GUOQING (author) / QIU HAIZONG (author) / CHEN WUSHUANG (author) / LI QIU (author) / HUANG TIANYAN (author)
2024-02-06
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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