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BRIDGE RAILWAY BALLASTING CONSTRUCTION METHOD USING TEMPORARY BENT

机译:桥梁临时弯桥路B道CONSTRUCTION施工方法

摘要

PURPOSE: A ballast method for a railway bridge using a temporary bent is provided to set a ballast upper structure on an accurate position after safely and quickly moving the ballast upper structure, thereby more quickly and effectively implementing the ballast of the railway bridge. CONSTITUTION: A ballast method for a railway bridge using a temporary bent includes: a step of installing a transverse rail at the sides of a ballastless bridge installed at an abutment and a pier; a step of installing a temporary bent(200) at the transverse rail so that the temporary bent of which the lower portion is equipped with rollers and directly moves along the transverse rail; a step of assembling and completing a ballast upper structure(100) on the upper surface of the temporary bent; a step of removing the ballastless bridge, moving the temporary bent on the ballast-upper structure along the transverse rail, and then settling the temporary bent on a position in which the ballastless railway bridge is installed; and a step of restoring the temporary bent along the transverse rail. [Reference numerals] (AA) Longitudinal direction; (BB) Transverse direction; (CC) Steel plate; (DD,EE) Position control;
机译:目的:提供一种使用临时弯曲的铁路桥梁压载方法,以在安全快速地移动压载上部结构之后将压载上部结构设置在准确的位置,从而更快速有效地实现铁路桥梁的压载。构成:一种使用临时弯曲的铁路桥梁压载方法,包括:在安装于桥台和桥墩的无less桥梁的侧面安装横梁的步骤;在横梁上安装临时弯头(200)的步骤,使得该临时弯头的下部配备有滚子并直接沿横向导轨移动;在临时弯曲的上表面上组装并完成压载上部结构(100)的步骤;步骤:拆除无the桥,沿横梁移动压载上结构上的临时弯折,然后在安装有无set铁路桥的位置沉降临时弯折;以及恢复沿横向轨道弯曲的临时构件的步骤。 [附图标记](AA)纵向方向; (BB)横向(CC)钢板; (DD,EE)位置控制;

著录项

  • 公开/公告号KR101250486B1

    专利类型

  • 公开/公告日2013-04-03

    原文格式PDF

  • 申请/专利权人 BRIDGE TECHNOLOGY CO. LTD.;

    申请/专利号KR20120060034

  • 发明设计人 KIM SUNG JAE;CHOUNG TAEK SUL;

    申请日2012-06-04

  • 分类号E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:26

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