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Building basement anti-floating pressure relief and reduction drainage system and construction method thereof
The invention relates to the field of basement anti-floating pressure relief, discloses a building basement anti-floating pressure relief and reduction drainage system and a construction method thereof, and solves the technical problem that an existing building basement anti-floating pressure relief and reduction drainage system has potential safety hazards. The building basement anti-floating pressure relief and reduction drainage system comprises a foundation layer, a basement and an anti-floating pressure relief mechanism, and the basement and the anti-floating pressure relief mechanism arearranged in the foundation layer. The anti-floating pressure relief mechanism comprises a gravel water permeable layer, a water collecting well and a drainage assembly, the gravel water permeable layer is arranged on the outer side of the basement, the water collecting well is located in the gravel water permeable layer, the inner wall of the water collecting well is built by concrete, a first connecting pipe penetrates through the side wall of the water collecting well, and the end, away from the water collecting well, of the first connecting pipe penetrates through the interior of the gravel water permeable layer; the drainage assembly comprises a water pump, a pumping pipe and a drainage pipe, the pumping pipe and the drainage pipe are connected with the water pump, the water pump is arranged above the foundation layer, the end, far away from the water pump, of the pumping pipe extends into the water collecting well, and the drainage pipe is connected with a sewer line. The building basement anti-floating pressure relief and reduction drainage system has the anti-floating pressure-relief drainage effect and is high in safety performance.
本发明涉及地下室抗浮泄压领域,公开了一种建筑地下室抗浮泄压减压排水系统及其施工方法,解决了现有的建筑地下室抗浮泄压减压排水系统存在安全隐患的技术问题,其包括地基层以及设置在地基层内的地下室和抗浮泄压机构,抗浮泄压机构包括砂砾透水层、集水井以及排水组件,砂砾透水层设置在地下室的外侧,集水井位于砂砾透水层内,集水井的内壁由混凝土砌成,集水井的侧壁上穿设有第一连接管,第一连接管远离集水井的一端穿设在砂砾透水层内;排水组件包括水泵以及与水泵相连的抽水管和排水管,水泵设置在地基层的上方,抽水管远离水泵的一端伸入集水井内,排水管与下水管道相连。本发明具有抗浮泄压排水的效果且安全性能高。
Building basement anti-floating pressure relief and reduction drainage system and construction method thereof
The invention relates to the field of basement anti-floating pressure relief, discloses a building basement anti-floating pressure relief and reduction drainage system and a construction method thereof, and solves the technical problem that an existing building basement anti-floating pressure relief and reduction drainage system has potential safety hazards. The building basement anti-floating pressure relief and reduction drainage system comprises a foundation layer, a basement and an anti-floating pressure relief mechanism, and the basement and the anti-floating pressure relief mechanism arearranged in the foundation layer. The anti-floating pressure relief mechanism comprises a gravel water permeable layer, a water collecting well and a drainage assembly, the gravel water permeable layer is arranged on the outer side of the basement, the water collecting well is located in the gravel water permeable layer, the inner wall of the water collecting well is built by concrete, a first connecting pipe penetrates through the side wall of the water collecting well, and the end, away from the water collecting well, of the first connecting pipe penetrates through the interior of the gravel water permeable layer; the drainage assembly comprises a water pump, a pumping pipe and a drainage pipe, the pumping pipe and the drainage pipe are connected with the water pump, the water pump is arranged above the foundation layer, the end, far away from the water pump, of the pumping pipe extends into the water collecting well, and the drainage pipe is connected with a sewer line. The building basement anti-floating pressure relief and reduction drainage system has the anti-floating pressure-relief drainage effect and is high in safety performance.
本发明涉及地下室抗浮泄压领域,公开了一种建筑地下室抗浮泄压减压排水系统及其施工方法,解决了现有的建筑地下室抗浮泄压减压排水系统存在安全隐患的技术问题,其包括地基层以及设置在地基层内的地下室和抗浮泄压机构,抗浮泄压机构包括砂砾透水层、集水井以及排水组件,砂砾透水层设置在地下室的外侧,集水井位于砂砾透水层内,集水井的内壁由混凝土砌成,集水井的侧壁上穿设有第一连接管,第一连接管远离集水井的一端穿设在砂砾透水层内;排水组件包括水泵以及与水泵相连的抽水管和排水管,水泵设置在地基层的上方,抽水管远离水泵的一端伸入集水井内,排水管与下水管道相连。本发明具有抗浮泄压排水的效果且安全性能高。
Building basement anti-floating pressure relief and reduction drainage system and construction method thereof
一种建筑地下室抗浮泄压减压排水系统及其施工方法
JING HAOFANG (Autor:in) / CHEN JUN (Autor:in) / DI WEIXING (Autor:in) / CAO JUN (Autor:in) / FEI XIANG (Autor:in) / TANG YI (Autor:in)
13.10.2020
Patent
Elektronische Ressource
Chinesisch
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