首页> 外国专利> SEEPAGE WATER DRAINAGE FACILITY FOR WATER-PERMEABLE ASPHALT PAVED ROAD AND ITS EXECUTION METHOD

SEEPAGE WATER DRAINAGE FACILITY FOR WATER-PERMEABLE ASPHALT PAVED ROAD AND ITS EXECUTION METHOD

机译:透水沥青路面渗水排水设施及其实现方法

摘要

PROBLEM TO BE SOLVED: To provide a water-permeable asphalt paved road excellent in the draining effect of seepage water over the whole width of a road surface. ;SOLUTION: First channels B1-B5 extending multiple non-tread pressure portion zones b1-b5 rarely receiving the compressive loads of passing vehicles by the required lengths in the longitudinal direction of a road and a second channel C extending along the transverse direction of the road to communicate and connect all first channels B1-B5 to a water collecting discharge cannel 7 at a road shoulder section or a central separation zone are made of a non- buckling water-permeable structural material. Sets of the first channels B1-B5 and second channels C are buried at the interval pitches P corresponding to the longitudinal grade of the road at the boundary section between a water- permeable surface layer 3 and a water-nonpermeable base layer 2 or a concrete floor board 31. The seepage water from the surface layer 3 can naturally flow into the water collecting discharge cannel 7 at the road shoulder section through the first and second channels B1-B5 and C.;COPYRIGHT: (C)2000,JPO
机译:要解决的问题:提供一种透水性的沥青路面,其在整个路面宽度上的渗水排水效果极佳。 ;解决方案:延伸多个非踩踏压力部分区域b1-b5的第一通道B1-B5很少沿道路纵向方向承受所需长度的过车车辆的压缩载荷,而沿通道横向延伸的第二通道C用于将所有第一通道B1-B5连通并将其连接到路肩段或中央分隔区处的集水排放通道7的道路由不屈曲的透水结构材料制成。在透水表面层3与不透水基础层2或混凝土之间的边界部分,以与道路的纵向坡度相对应的间隔间距P埋入第一组通道B1-B5和第二通道C。来自地面层3的渗水可以自然地通过第一和第二通道B1-B5和C流入路肩段的集水排水通道7。版权所有:(C)2000,JPO

著录项

  • 公开/公告号JP2000144616A

    专利类型

  • 公开/公告日2000-05-26

    原文格式PDF

  • 申请/专利权人 YUUTEKKU:KK;FUJITA:KK;WAKABAYASHI MAKOTO;

    申请/专利号JP19980318543

  • 发明设计人 KIDA YUKIO;

    申请日1998-11-10

  • 分类号E01C11/24;E03F1/00;

  • 国家 JP

  • 入库时间 2022-08-22 02:00:22

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