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CONSTRUCTING METHOD OF RAILING ONE BODY TYPE BRIDGE

机译:铁路一体式桥梁的施工方法

摘要

PURPOSE: A handrail integrated bridge construction method is provided to minimize a weight of a bridge since a separate handrail is not needed, to install a format height of the bridge to be low, and to shorten a construction period by installing a trussed structure on a handrail after being assembled in advance. CONSTITUTION: A handrail integrated bridge construction method comprises steps of: installing a girder(120) including a first longitudinal beam(121) that is installed in a longitudinal direction of a bridge, a second longitudinal beam(123) that is located at an upper part of the first longitudinal beam, and a vertical support beam(125) that is bound between two ends of the first longitudinal beam and the second longitudinal beam that are positioned at top and bottom of the bridge; and installing a driving way(110) comprising a horizontal pedestal(112) and a slab(114). The horizontal pedestal is combined across between a pair of upper parts of the first longitudinal beam of a girder in a horizontal direction, and the slab is located at the upper part of the horizontal pedestal. A truss(130) is installed to be assembled between the first longitudinal beam and the second longitudinal beam of the girder.
机译:目的:提供一种扶手一体式桥梁建造方法,以由于不需要单独的扶手而使桥梁的重量最小化,将桥梁的格式高度安装得较低,并通过在建筑物上安装桁架结构来缩短建造周期。预先组装后的扶手。构成:一种扶手一体式桥梁的建造方法,包括以下步骤:安装包括沿桥的纵向方向安装的第一纵梁(121)和位于上部的第二纵梁(123)的梁(120)第一纵向梁的一部分,和竖向支撑梁(125),该竖向支撑梁(125)被束缚在位于桥的顶部和底部的第一纵向梁和第二纵向梁的两端之间;安装包括水平基座(112)和平板(114)的驱动通道(110)。水平基座在水平方向上跨接在大梁的第一纵梁的一对上部之间,并且平板位于水平基座的上部。安装桁架(130)以将其组装在大梁的第一纵向梁和第二纵向梁之间。

著录项

  • 公开/公告号KR101230292B1

    专利类型

  • 公开/公告日2013-02-12

    原文格式PDF

  • 申请/专利权人 BOORIM INDUSTRIAL DEVELOPMENT CO. LTD.;

    申请/专利号KR20120116325

  • 发明设计人 GIM SANG UN;YU JI NA;

    申请日2012-10-19

  • 分类号E01D21;E01D2;E01D19/10;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:45

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