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Sliding slab track for railway bridge and construction method of sliding slab track for railway bridge

机译:铁路桥梁滑轨及铁路桥梁滑轨的施工方法

摘要

The present invention relates to a sliding track for a railroad bridge and a method for constructing a sliding track for a railroad bridge, which comprises means for suppressing lateral stress deformation of a sliding slab and a sliding slab which are separated from a railway bridge top plate without damaging the railway bridge top plate. A sliding orbiter plate formed of a concrete slab formed on the upper portion of the bridge and formed on the upper surface of the concrete slab and elongated in the direction of the axis of the bridge, the bridge being adjustable with respect to the upper bridge of the railway bridge; A first friction reducing layer formed of a first friction reducing member and a second friction reducing member attached to an upper surface of the bridge top plate; and a rigid bracket disposed in close contact with both side surfaces of the sliding raceway plate, As a lateral support block fixed by a fastening member The lateral deformation of the sliding orbital plate can be effectively suppressed while the influence of the displacement due to the expansion and contraction of the railway bridge top plate to the sliding orbital plate is blocked and the damage to the bridge top plate can be minimized, And to provide a method of constructing a sliding track for a railway bridge and a method of constructing a sliding track for a railway bridge, in which installation time and effort are minimized since the assembly can be assembled in the field in advance.;
机译:铁路桥梁的滑轨和构造方法技术领域本发明涉及一种铁路桥梁的滑轨和构造该铁路桥梁的滑轨的方法,其包括用于抑制与铁路桥梁顶板分离的滑动板和滑动板的侧向应力变形的装置。不会损坏铁路桥梁的顶板。由混凝土板形成的滑动轨道板,该混凝土板形成在桥的上部并且形成在混凝土板的上表面上,并且沿桥的轴线方向伸长,该桥相对于桥的上桥是可调节的。铁路桥;第一减摩层由第一减摩构件和第二减摩构件形成,该第一减摩构件安装在桥顶板的上表面上。以及与滑动滚道板的两个侧面紧密接触的刚性托架,作为由紧固构件固定的侧向支撑块。在膨胀引起的位移的影响的同时,可以有效地抑制滑动轨道板的侧向变形。铁路桥梁顶板向滑动轨道板的收缩和收缩被阻止,并且对桥梁顶板的损坏可以被最小化,并且提供了一种用于铁路桥梁的滑动轨道的构造方法和用于铁路桥梁的滑动轨道的构造方法。铁路桥梁,由于可以预先在现场组装,因此安装时间和精力最小化。

著录项

  • 公开/公告号KR101766793B1

    专利类型

  • 公开/公告日2017-08-10

    原文格式PDF

  • 申请/专利权人 한국철도기술연구원;

    申请/专利号KR20150158209

  • 发明设计人 이경찬;장승엽;

    申请日2015-11-11

  • 分类号E01B2/00;E01B1/00;

  • 国家 KR

  • 入库时间 2022-08-21 13:25:01

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