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Reinforced soil retaining wall inclined drain hole and construction method thereof
The invention relates to a reinforced soil retaining wall inclined drainage hole and a construction method thereof, and relates to the field of slope engineering, the reinforced soil retaining wall inclined drainage hole comprises a wall body, a drainage drill hole is formed in the wall body, and a water guide mechanism is installed in the drainage drill hole; the water guide mechanism comprises a flexible permeable pipe, the flexible permeable pipe is arranged in the drainage drill hole, the flexible permeable pipe is sleeved with a plurality of PVC pipes which are sequentially connected in an end-to-end mode, the PVC pipes are provided with a plurality of sets of evenly-distributed permeable assemblies, and a fixed joint mechanism is installed at the connecting position of every two adjacent PVC pipes. The construction method has the effects of improving the construction quality of the retaining wall drainage system and reducing the construction difficulty of the retaining wall drainage system.
本申请涉及一种加筋土挡土墙仰斜式排水孔及其施工方法,涉及边坡工程的领域,其包括墙体,所述墙体上开设有排水钻孔,所述排水钻孔内安装有导水机构;所述导水机构包括软式透水管,所述软式透水管设置在所述排水钻孔内,所述软式透水管上套设有数个依次收尾连接的PVC管,数个所述PVC管上均开设数组均匀分布的透水组件,相邻两个所述PVC管连接处安装有固定接头机构。本申请具有提高挡土墙排水系统的施工质量,降低挡土墙排水系统的施工难度的效果。
Reinforced soil retaining wall inclined drain hole and construction method thereof
The invention relates to a reinforced soil retaining wall inclined drainage hole and a construction method thereof, and relates to the field of slope engineering, the reinforced soil retaining wall inclined drainage hole comprises a wall body, a drainage drill hole is formed in the wall body, and a water guide mechanism is installed in the drainage drill hole; the water guide mechanism comprises a flexible permeable pipe, the flexible permeable pipe is arranged in the drainage drill hole, the flexible permeable pipe is sleeved with a plurality of PVC pipes which are sequentially connected in an end-to-end mode, the PVC pipes are provided with a plurality of sets of evenly-distributed permeable assemblies, and a fixed joint mechanism is installed at the connecting position of every two adjacent PVC pipes. The construction method has the effects of improving the construction quality of the retaining wall drainage system and reducing the construction difficulty of the retaining wall drainage system.
本申请涉及一种加筋土挡土墙仰斜式排水孔及其施工方法,涉及边坡工程的领域,其包括墙体,所述墙体上开设有排水钻孔,所述排水钻孔内安装有导水机构;所述导水机构包括软式透水管,所述软式透水管设置在所述排水钻孔内,所述软式透水管上套设有数个依次收尾连接的PVC管,数个所述PVC管上均开设数组均匀分布的透水组件,相邻两个所述PVC管连接处安装有固定接头机构。本申请具有提高挡土墙排水系统的施工质量,降低挡土墙排水系统的施工难度的效果。
Reinforced soil retaining wall inclined drain hole and construction method thereof
加筋土挡土墙仰斜式排水孔及其施工方法
ZHANG JINRUI (author) / CAO GUOXIONG (author) / HE YONGJUN (author) / DANG JUN (author) / LIANG JIN (author) / CHENG BINJIE (author) / WANG WEIQIANG (author) / FENG ZHICHENG (author) / FENG KUN (author) / ZHAI FEI (author)
2023-04-18
Patent
Electronic Resource
Chinese
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