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Pavement of bridge surface and continuous pavement method of bridge surface

机译:桥面铺装及桥面连续铺装方法

摘要

PURPOSE:To obtain a pavement body which causes less plasticity deformation and excels in durability in the pavement body which can be provided continuously on both sides of expansion and contraction play of a bridge body on a road bridge. CONSTITUTION:A slide layer which can slide in the horizontal direction for a bridge body is provided on the bottom of a pavement body. The slide layer consists of a slide face forming layer 3 like sheet and a slide sheet 4 which are overlapped to allow slide on the contact face. A net body 6 which has comparatively fine mesh is provided on the slide layer, and further, a stress transmission member 7 which consists of a member like net which has comparatively large mesh and through which all aggregate can pass is provided on it. The stress transmission member 7 is combined with the net body 6 by line material or pressing metal fittings which have a section like plate which is arranged almost horizontally are fixed and imbedded by asphalt mixture to form the pavement body. Since the stress transmission member 7 is combined with the net body 6 or the pressing metal fittings are fixed, it is possible to prevent lifting in a substrate 8 consisting of asphalt mixture.
机译:目的:获得一种路面主体,该路面主体在道路主体中的桥主体的伸缩运动的两侧可连续提供,该路面主体的塑性变形较小且耐久性优异。组成:可以在桥体的水平方向上滑动的滑动层设置在人行道的底部。滑动层由重叠的滑动面形成层3(如片)和滑动片4组成,以允许在接触面上滑动。在滑动层上设有网眼比较细的网状体6,此外,在其上设置有由网眼较大的网状的部件构成的,由网状的部件构成的应力传递部件7。应力传递构件7通过线材或压制金属配件与网状体6结合,压制金属配件具有大致水平布置的截面为板状的板,并通过沥青混合料将其埋置以形成路面主体。由于应力传递构件7与网状体6结合或固定了压制金属配件,因此可以防止在由沥青混合料组成的基板8中举起。

著录项

  • 公开/公告号JP3137475B2

    专利类型

  • 公开/公告日2001-02-19

    原文格式PDF

  • 申请/专利权人 稲葉 武男;

    申请/专利号JP19920327503

  • 发明设计人 稲葉 武男;

    申请日1992-11-13

  • 分类号E01C11/02;

  • 国家 JP

  • 入库时间 2022-08-22 01:32:01

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