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WATER-PERMEABLE DRAINAGE CANAL UNIT AND WATER-PERMEABLE DRAINAGE CANAL STRUCTURE

机译:透水排水管单元和透水排水管结构

摘要

PROBLEM TO BE SOLVED: To return a part of flowing water into the ground, and to prevent the deluge of a municipal river, the lowering of a ground-water level, etc., by fitting a water- permeable board into a notched section formed to the bottom section of the waterway of a drainage canal unit and penetrated to upper and lower sections. ;SOLUTION: Notched sections 2, 2, in which cross sections are formed in an inverted trapezoidal shape, etc., and which are penetrated to upper and lower sections, are formed to the bottom section of the drainage canal unit 1 consisting of a U-shaped side ditch unit made of concrete at proper pitches. Water-permeable boards 3 having a shape fitted to the notched sections 2 are inserted detachably to the notched sections 2. A place to be installed is dug down as required, a required number of water retentive boards 4 are laid, and the drainage canal units 1 are arranged on the boards 4 and a unit row is formed and buried. Consequently, a part of the flowing water of rainwater, etc., collected in the drainage canal units 1 is returned into the ground through the water-permeable boards 3 regardless of a water level. Accordingly, the phenomena of the deluge of municipal rivers, the lowering of a ground-water level, the drying-up of spring water, a change into a heat island, etc., can be prevented.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:通过将透水板安装到形成的凹口部分中,将一部分流动水倒入地下,防止市政河流泛滥,降低地下水位等。到排水渠单元水道的底部,并渗透到上部和下部。 ;解决方案:在由U组成的排水管单元1的底部形成有槽口部分2、2,该槽口部分的横截面呈倒梯形等形状,并穿透到上部和下部。形的侧沟单元,以适当的间距由混凝土制成。将形状适合于切口部分2的透水板3可拆卸地插入到切口部分2中。根据需要挖出要安装的地方,放置所需数量的保水板4,并且排水渠单元将图1所示的电路板布置在板4上,并形成并埋入单位行。因此,与水位无关,在排水渠单元1中收集的一部分雨水等的流水通过透水板3返回地面。因此,可以防止市政河流泛滥,地下水位降低,泉水干,、变成热岛等现象。;版权:(C)1998,日本特许厅

著录项

  • 公开/公告号JPH1037285A

    专利类型

  • 公开/公告日1998-02-10

    原文格式PDF

  • 申请/专利权人 WATAGUCHI TAKESHI;

    申请/专利号JP19960207612

  • 发明设计人 WATAGUCHI TAKESHI;

    申请日1996-07-19

  • 分类号E03F1/00;E03F5/04;

  • 国家 JP

  • 入库时间 2022-08-22 03:03:39

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