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Road structure at the boundary between the road structures and embankment

机译:道路结构与路堤之间的边界处的道路结构

摘要

PROBLEM TO BE SOLVED: To suppress generation of a large step on a pavement at a boundary between a structure such as a bridge abutment and a banking part in a road even when the banking part subsides largely due to earthquake or the like, and to allow vehicles to at least temporarily pass by.;SOLUTION: A base course 3 is formed on a backfill soil 4 on the rear side of a reinforced-concrete bridge abutment 1, and an asphalt mixture layer 6 with a height substantially equal to that of the top end of the bridge abutment 1 is formed on the base course 3. Furthermore, a pavement 5 is formed thereon continuously from the top of the bridge abutment to the banking part 14. An end of the asphalt mixture layer on the bridge abutment side is fixed to the bridge abutment by fixing means 20. Moreover, a net-like strengthening member 7 to which strip-shaped steel plates 8 are fixed on its lower edge is embedded in the asphalt mixture layer near its bottom surface, and strengthens the asphalt mixture layer. The steel plates are arranged such that the long axis direction thereof extends along the axis line of the road, and each steel plate is fixed to the strengthening member at a plurality of positions in its long axis direction.;COPYRIGHT: (C)2014,JPO&INPIT
机译:要解决的问题:即使在由于地震等原因导致堤岸部分大幅度塌陷的情况下,也要抑制在诸如桥墩和道路的堤岸部分之间的结构的边界上人行道上产生较大的台阶,并允许解决方案:基层3形成在钢筋混凝土桥梁桥台1后侧的回填土4上,并且沥青混合料层6的高度基本等于路基的高度。桥墩1的顶端形成在基层3上。此外,从桥墩的顶部到堤岸部分14连续地形成有路面5。沥青混合料层在桥墩侧的端是。通过固定装置20将其固定在桥墩上。此外,在其下表面附近的沥青混合料层中埋设有将带状钢板8固定在其下缘的网状的加强部件7,从而对沥青混合料进行加强。层。布置钢板使其长轴方向沿道路轴线延伸,并且每块钢板均在其长轴方向上的多个位置处固定到加固部件。;版权:(C)2014,日本特许厅

著录项

  • 公开/公告号JP6008725B2

    专利类型

  • 公开/公告日2016-10-19

    原文格式PDF

  • 申请/专利权人 稲葉 正成;

    申请/专利号JP20120269294

  • 发明设计人 稲葉 正成;

    申请日2012-12-10

  • 分类号E01C11/02;E01C3/00;

  • 国家 JP

  • 入库时间 2022-08-21 14:44:05

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