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Urban road seepage and isolation composite tube well rainwater regulation and storage construction method
The invention relates to the technical field of drainage systems, and discloses an urban road seepage and isolation composite tube well rainwater regulation and storage construction method which comprises the steps that S1, the horizontal height of a road surface is detected, the heights of multiple positions are measured, data comparison is conducted, the lowest position is selected as a rainwater inlet, and the number, the size and the placement depth of regulation and storage reservoirs and the trend of pipelines are determined; the emptying pipe needs to be obliquely arranged, the inclination angle is 30 degrees, and a plurality of water inlets are formed in the upper end of the storage pond, and S3, deep pit digging is conducted at the positions of the water inlets through a hole digging device. According to the scheme, the spiral gutter inlet is formed in the upper end of the permeable well, the low-lying outer ring is arranged on the periphery of the gutter inlet, when rainfall is too large, vortex-shaped water flow is formed at the upper end of the gutter inlet, leaves and other garbage can be pulled up and cleaned into the low-lying outer ring, and the well lid is installed at the upper end of the gutter inlet to prevent upper garbage from directly falling into the gutter inlet to block the gutter inlet. And certain drainage smoothness is ensured.
本申请涉及排水系统技术领域,且公开了一种城市道路渗隔复合管井雨水调蓄施工方法,包括S1,探测路面的水平高度,测量多个位置的高度,进行数据对比,选择最低的位置作为雨水进口,确定调蓄水池的数量,体积,放置的深度以及管道的走向,S2,放空管的布置需要倾斜设置,倾斜角度为30度设置,在调蓄池的上端设置多个进水口,S3,通过挖孔装置在进水口的位置,进行深坑的挖掘。本方案在透水井上端布设一个螺旋雨水口,雨水口周边设有一段低洼外圈,当雨量过大时,在雨水口上端形成漩涡状水流,可将树叶等垃圾拖起并清理到低洼外圈内,并在雨水口上端安装井盖,防止上部垃圾直接落入到雨水口上堵塞雨水口,保证了一定的排水通畅性。
Urban road seepage and isolation composite tube well rainwater regulation and storage construction method
The invention relates to the technical field of drainage systems, and discloses an urban road seepage and isolation composite tube well rainwater regulation and storage construction method which comprises the steps that S1, the horizontal height of a road surface is detected, the heights of multiple positions are measured, data comparison is conducted, the lowest position is selected as a rainwater inlet, and the number, the size and the placement depth of regulation and storage reservoirs and the trend of pipelines are determined; the emptying pipe needs to be obliquely arranged, the inclination angle is 30 degrees, and a plurality of water inlets are formed in the upper end of the storage pond, and S3, deep pit digging is conducted at the positions of the water inlets through a hole digging device. According to the scheme, the spiral gutter inlet is formed in the upper end of the permeable well, the low-lying outer ring is arranged on the periphery of the gutter inlet, when rainfall is too large, vortex-shaped water flow is formed at the upper end of the gutter inlet, leaves and other garbage can be pulled up and cleaned into the low-lying outer ring, and the well lid is installed at the upper end of the gutter inlet to prevent upper garbage from directly falling into the gutter inlet to block the gutter inlet. And certain drainage smoothness is ensured.
本申请涉及排水系统技术领域,且公开了一种城市道路渗隔复合管井雨水调蓄施工方法,包括S1,探测路面的水平高度,测量多个位置的高度,进行数据对比,选择最低的位置作为雨水进口,确定调蓄水池的数量,体积,放置的深度以及管道的走向,S2,放空管的布置需要倾斜设置,倾斜角度为30度设置,在调蓄池的上端设置多个进水口,S3,通过挖孔装置在进水口的位置,进行深坑的挖掘。本方案在透水井上端布设一个螺旋雨水口,雨水口周边设有一段低洼外圈,当雨量过大时,在雨水口上端形成漩涡状水流,可将树叶等垃圾拖起并清理到低洼外圈内,并在雨水口上端安装井盖,防止上部垃圾直接落入到雨水口上堵塞雨水口,保证了一定的排水通畅性。
Urban road seepage and isolation composite tube well rainwater regulation and storage construction method
一种城市道路渗隔复合管井雨水调蓄施工方法
YUAN YINGJIE (Autor:in) / WEN XIANG (Autor:in) / CHENG SHUWEN (Autor:in) / CHEN KUI (Autor:in) / QI MENG (Autor:in) / CHEN LIN (Autor:in)
31.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E03F
SEWERS
,
Abwasserkanäle
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