Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underground engineering anti-seepage method
The invention discloses an underground engineering anti-seepage method. The method comprises the steps that a plurality of vertical grooves are formed in an underground enclosure wall; a drainage and water guide device composed of a water collecting floral tube, a square elbow and an outlet pipe is embedded in each vertical groove, the water collecting floral tubes are embedded in the vertical grooves, the outer diameter of the pipe body of each water collecting floral tube is equal to the depth of the corresponding vertical groove, and the outlet pipes are exposed out of the underground enclosure wall; a waterproof layer is repaired and constructed on the wall surface of the underground enclosure wall where the drainage and water guide device is installed; constructing a structural wall body of the underground engineering, enabling the junction of the structural wall body and the underground enclosure wall to be seamlessly connected through a waterproof layer, and exposing all the outlet pipes out of the structural wall body; water pumps are installed on all the outlet pipes exposed out of the structural wall body, underground water permeating into the water collecting floral tube in the underground enclosure wall is discharged through the water pumps, and leakage of the underground enclosure wall is avoided in the mode that water pressure in the underground enclosure wall is reduced. The underground enclosure wall can be prevented from leaking, cracking and collapsing.
本发明公开一种地下工程防渗漏方法,包括:在地下围护墙上开设若干个竖向凹槽;在各竖向凹槽内埋设安装由集水花管、直角弯头和引出管构成的引流导水装置,所述集水花管埋设安装在竖向凹槽内,所述集水花管的管体外径与竖向凹槽的深度相等,所述引出管露出于地下围护墙;在安装有引流导水装置处的地下围护墙的墙面上修复施工防水层;施工地下工程的结构墙体,使结构墙体与地下围护墙交界处通过防水层无缝连接,将各引出管露出于结构墙体;在露出于结构墙体外的各引出管上安装水泵,通过水泵将地下围护墙内渗透至集水花管内的地下水排出,以通过降低地下围护墙内的水压力的方式来避免地下围护墙渗漏。本发明能够避免地下围护墙渗漏、开裂及坍塌。
Underground engineering anti-seepage method
The invention discloses an underground engineering anti-seepage method. The method comprises the steps that a plurality of vertical grooves are formed in an underground enclosure wall; a drainage and water guide device composed of a water collecting floral tube, a square elbow and an outlet pipe is embedded in each vertical groove, the water collecting floral tubes are embedded in the vertical grooves, the outer diameter of the pipe body of each water collecting floral tube is equal to the depth of the corresponding vertical groove, and the outlet pipes are exposed out of the underground enclosure wall; a waterproof layer is repaired and constructed on the wall surface of the underground enclosure wall where the drainage and water guide device is installed; constructing a structural wall body of the underground engineering, enabling the junction of the structural wall body and the underground enclosure wall to be seamlessly connected through a waterproof layer, and exposing all the outlet pipes out of the structural wall body; water pumps are installed on all the outlet pipes exposed out of the structural wall body, underground water permeating into the water collecting floral tube in the underground enclosure wall is discharged through the water pumps, and leakage of the underground enclosure wall is avoided in the mode that water pressure in the underground enclosure wall is reduced. The underground enclosure wall can be prevented from leaking, cracking and collapsing.
本发明公开一种地下工程防渗漏方法,包括:在地下围护墙上开设若干个竖向凹槽;在各竖向凹槽内埋设安装由集水花管、直角弯头和引出管构成的引流导水装置,所述集水花管埋设安装在竖向凹槽内,所述集水花管的管体外径与竖向凹槽的深度相等,所述引出管露出于地下围护墙;在安装有引流导水装置处的地下围护墙的墙面上修复施工防水层;施工地下工程的结构墙体,使结构墙体与地下围护墙交界处通过防水层无缝连接,将各引出管露出于结构墙体;在露出于结构墙体外的各引出管上安装水泵,通过水泵将地下围护墙内渗透至集水花管内的地下水排出,以通过降低地下围护墙内的水压力的方式来避免地下围护墙渗漏。本发明能够避免地下围护墙渗漏、开裂及坍塌。
Underground engineering anti-seepage method
一种地下工程防渗漏方法
JIA YUSHAN (Autor:in) / GE SONGWEI (Autor:in) / XIAO SHENGJIE (Autor:in) / HU WEILONG (Autor:in)
13.09.2024
Patent
Elektronische Ressource
Chinesisch
Anti-seepage and leaking stoppage structure for mud underground engineering
Europäisches Patentamt | 2024
|Underground diaphragm wall anti-seepage construction method
Europäisches Patentamt | 2020
|Anti-seepage pressure relief construction method for underground engineering post-cast strip
Europäisches Patentamt | 2024
|