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Drainage facilities of the highway bridge, expansion device, expansion joints and drainage equipment

机译:公路桥梁的排水设施,伸缩装置,伸缩缝和排水设备

摘要

PROBLEM TO BE SOLVED: To carry rainwater penetrated into a water permeable pavement in the longitudinal direction of a road bridge by setting a water-impermeable expansion joint in a road bridge joint part, and forming a draining channel for draining water from the high position-side water permeable pavement to a low position-side road across the expansion joint. ;SOLUTION: The rainwater fallen on a high position-side water permeable pavement 2a with a longitudinal gradient in rain is permeated thereto. Since this road bridge has a longitudinal gradient and a transverse gradient, however, the rainwater is carried on a floor system concrete as underground water within the water permeable pavement 2a toward an expansion joint 1, and also carried on the road end side into a cross passage 22. The rainwater carried into the cross passage 22 on the road top side is run into a vertical drain pipe 17a on the road end side, carried from there to a low position-side vertical drain pipe 17b through the expansion groove 16 of a joint member 7, and then run to a low position-side water permeable pavement 2b.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:通过在路桥连接处设置不透水的伸缩缝,并形成排水通道以从高处排出水,将雨水沿路桥的纵向输送到透水路面中。侧透水路面穿过伸缩缝至低位侧道路。 ;解决方案:雨水沿高位侧透水路面2a上以雨水的纵向坡度渗透。但是,由于该道路桥具有纵坡度和横坡度,因此雨水在透水路面2a内作为地下水在地板系统混凝土上向伸缩缝1输送,并且在道路端侧被输送至十字路口。通道22中,被运送到道路上侧的横向通道22中的雨水进入到道路端侧的竖直排水管17a,并从那里通过水箱的膨胀槽16被输送到下部位置侧的竖直排水管17b。接头构件7,然后在低位侧透水路面2b处行驶。;版权所有:(C)1998,日本特许厅

著录项

  • 公开/公告号JP3186992B2

    专利类型

  • 公开/公告日2001-07-11

    原文格式PDF

  • 申请/专利权人 日本伸縮装置工業株式会社;

    申请/专利号JP19970038871

  • 发明设计人 山内 重一;

    申请日1997-02-24

  • 分类号E01C11/02;E01C3/06;E01D19/08;

  • 国家 JP

  • 入库时间 2022-08-22 01:34:36

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