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Drainage structure and drainage method for building foundation pit
The invention relates to a drainage structure and a drainage method for a building foundation pit. The problem that the drainage capacity of a dewatering well is reduced is solved. The drainage structure comprises the dewatering well formed in a soil layer and further comprises a mounting base, wherein the mounting base is provided with a dewatering pipe, an outer pipe sleeve and an inner pipe sleeve; the mounting base is provided with a supporting column; a guide ring is arranged at the top of the supporting column and provided with an inlet and outlet opening; a connecting hole used for communicating with the inlet and outlet opening in the same set is formed in the guide ring; a connecting rope is slidably arranged in the connecting hole; a mounting ring is arranged between the outer pipe sleeve and the inner pipe sleeve in an up-down sliding mode and comprises a first ring body and a second ring body; a piece of cylindrical filter cloth is arranged at the top of the first ring bodyand folded inwards to cover the top of the guide ring; and the other end of the filter cloth is fixed to the top of the second ring body. The drainage structure further comprises a sealing plate; a pressing rod is arranged at the bottom of the sealing plate; the bottom of the pressing rod abuts against the top of the mounting ring; and when the bottom of the first ring body abuts against the topof the mounting base, the top of the second ring body abuts against the bottom of the guide ring. The drainage structure has the effect of improving the drainage capacity of the dewatering well.
本申请涉及一种建筑基坑的排水结构及排水方法,改善了降水井排水能力下降的问题,其包括开设于土层的降水井,还包括安装座,安装座设置有降水管,安装座设置有外管套与内管套,安装座设置有支撑柱,支撑柱顶部设置有导向环,导向环设置有进出口,导向环内开设有用于连通同组进出口的连接孔,连接孔内滑动有连接绳;外管套与内管套之间上下滑动设置有安装环,安装环包括第一环与第二环,第一环顶部设置有筒状的滤布,滤布向内翻折覆盖于导向环顶部且另一端固定于第二环顶部;还包括封闭板,封闭板底部设置有压杆,压杆底部抵接于安装环顶部,第一环底部抵接于安装座顶部时第二环顶部抵接于导向环底部。本申请具有提升降水井的排水能力的效果。
Drainage structure and drainage method for building foundation pit
The invention relates to a drainage structure and a drainage method for a building foundation pit. The problem that the drainage capacity of a dewatering well is reduced is solved. The drainage structure comprises the dewatering well formed in a soil layer and further comprises a mounting base, wherein the mounting base is provided with a dewatering pipe, an outer pipe sleeve and an inner pipe sleeve; the mounting base is provided with a supporting column; a guide ring is arranged at the top of the supporting column and provided with an inlet and outlet opening; a connecting hole used for communicating with the inlet and outlet opening in the same set is formed in the guide ring; a connecting rope is slidably arranged in the connecting hole; a mounting ring is arranged between the outer pipe sleeve and the inner pipe sleeve in an up-down sliding mode and comprises a first ring body and a second ring body; a piece of cylindrical filter cloth is arranged at the top of the first ring bodyand folded inwards to cover the top of the guide ring; and the other end of the filter cloth is fixed to the top of the second ring body. The drainage structure further comprises a sealing plate; a pressing rod is arranged at the bottom of the sealing plate; the bottom of the pressing rod abuts against the top of the mounting ring; and when the bottom of the first ring body abuts against the topof the mounting base, the top of the second ring body abuts against the bottom of the guide ring. The drainage structure has the effect of improving the drainage capacity of the dewatering well.
本申请涉及一种建筑基坑的排水结构及排水方法,改善了降水井排水能力下降的问题,其包括开设于土层的降水井,还包括安装座,安装座设置有降水管,安装座设置有外管套与内管套,安装座设置有支撑柱,支撑柱顶部设置有导向环,导向环设置有进出口,导向环内开设有用于连通同组进出口的连接孔,连接孔内滑动有连接绳;外管套与内管套之间上下滑动设置有安装环,安装环包括第一环与第二环,第一环顶部设置有筒状的滤布,滤布向内翻折覆盖于导向环顶部且另一端固定于第二环顶部;还包括封闭板,封闭板底部设置有压杆,压杆底部抵接于安装环顶部,第一环底部抵接于安装座顶部时第二环顶部抵接于导向环底部。本申请具有提升降水井的排水能力的效果。
Drainage structure and drainage method for building foundation pit
一种建筑基坑的排水结构及排水方法
QIN TIANCAI (author) / WU SHENGFENG (author)
2020-12-18
Patent
Electronic Resource
Chinese
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