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Drainage and pressure relief structure for underground water reverse osmosis and construction method
The invention discloses a drainage and pressure relief structure for underground water reverse osmosis and a construction method, the drainage and pressure relief structure comprises: a pressure relief assembly comprising at least one group of flow guide pipes and a pressure relief seat which are connected into a whole, the pressure relief seat being arranged in a rammed earth layer; one end of the flow guide pipe is communicated with the pressure relief seat positioned on the rammed earth layer, and the other end extends out of the ground; the drainage assembly comprises a drain pipe group and a plurality of bearing plates; the drain pipe group is used for connecting the flow guide pipe and the water collecting well; the drain pipe set comprises a plurality of connector pieces and drainage pieces, and the connector pieces are connected with the ends, exposed out of the ground, of the flow guide pipes and the drainage pieces respectively. Each drainage piece is communicated with each water collecting well; the bearing plate is flatly laid along the ground and is communicated with the side part of the drainage piece; according to the drainage and pressure release structure and the construction method, the problems that the ground is jacked up or broken after the water volume is increased suddenly due to the extreme end, underground water cannot be discharged, the underground water pressure cannot be eliminated or drained, and the safety of the whole building structure is affected are solved.
本发明公开一种用于地下水反渗的疏排泄压结构及施工方法,所述疏排泄压结构包括:泄压组件,包括至少一组连为一体的导流管及泄压座,所述泄压座置于夯土层内;所述导流管一端与位于夯土层的泄压座连通,另一端伸出地面;排水组件包括疏水管组及若干承压板;所述疏水管组用于连接导流管与集水井;所述疏水管组包括若干个接口件与排水件,所述接口件分别与导流管上外露于地面的一端、排水件装接;各所述排水件连通各个集水井;所述承压板沿地面平铺,且导通排水件侧部;本发明提供的疏排泄压结构及施工方法,解决现有地面因极端而水量猛增后顶起或顶破地面,地下水无法排出,无法消除或疏排地下水压力,影响整个建筑物结构的安全的问题。
Drainage and pressure relief structure for underground water reverse osmosis and construction method
The invention discloses a drainage and pressure relief structure for underground water reverse osmosis and a construction method, the drainage and pressure relief structure comprises: a pressure relief assembly comprising at least one group of flow guide pipes and a pressure relief seat which are connected into a whole, the pressure relief seat being arranged in a rammed earth layer; one end of the flow guide pipe is communicated with the pressure relief seat positioned on the rammed earth layer, and the other end extends out of the ground; the drainage assembly comprises a drain pipe group and a plurality of bearing plates; the drain pipe group is used for connecting the flow guide pipe and the water collecting well; the drain pipe set comprises a plurality of connector pieces and drainage pieces, and the connector pieces are connected with the ends, exposed out of the ground, of the flow guide pipes and the drainage pieces respectively. Each drainage piece is communicated with each water collecting well; the bearing plate is flatly laid along the ground and is communicated with the side part of the drainage piece; according to the drainage and pressure release structure and the construction method, the problems that the ground is jacked up or broken after the water volume is increased suddenly due to the extreme end, underground water cannot be discharged, the underground water pressure cannot be eliminated or drained, and the safety of the whole building structure is affected are solved.
本发明公开一种用于地下水反渗的疏排泄压结构及施工方法,所述疏排泄压结构包括:泄压组件,包括至少一组连为一体的导流管及泄压座,所述泄压座置于夯土层内;所述导流管一端与位于夯土层的泄压座连通,另一端伸出地面;排水组件包括疏水管组及若干承压板;所述疏水管组用于连接导流管与集水井;所述疏水管组包括若干个接口件与排水件,所述接口件分别与导流管上外露于地面的一端、排水件装接;各所述排水件连通各个集水井;所述承压板沿地面平铺,且导通排水件侧部;本发明提供的疏排泄压结构及施工方法,解决现有地面因极端而水量猛增后顶起或顶破地面,地下水无法排出,无法消除或疏排地下水压力,影响整个建筑物结构的安全的问题。
Drainage and pressure relief structure for underground water reverse osmosis and construction method
一种用于地下水反渗的疏排泄压结构及施工方法
HUANG YIFEI (Autor:in) / CHO KYEONGSUK (Autor:in)
15.11.2024
Patent
Elektronische Ressource
Chinesisch
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