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    • 1. 发明专利
    • Erection method of bridge
    • 桥梁排除方法
    • JP2005090108A
    • 2005-04-07
    • JP2003325970
    • 2003-09-18
    • Konoike Constr LtdSumitomo Metal Ind Ltd住友金属工業株式会社株式会社鴻池組
    • TOYAMA YOSHIHISAINUBUSHI KAZUHIROKASAI HIROSHIFURUKAWA KAZUYOSHI
    • E01D21/00E01D19/02
    • PROBLEM TO BE SOLVED: To provide an erection method of a bridge suitable for erecting the bridge even in a place where a sufficient working yard cannot be secured around, like a bridge laid on a road, a track, a river, or the like.
      SOLUTION: A bridge pier 3 for supporting one end side of a steel floor slab girder 2 is constructed on one side of the road 1. The steel floor slab girder 2 is constructed on the opposite side in the erected direction of the steel floor slab girder 2 with the bridge pier 3 held between. The steel floor slab girder 2 is erected being horizontally rotated in the erected direction of the steel floor slab girder 2 around the bridge pier 3 used as a rotation axis. The bridge pier 3 is constructed of a CFT (concrete filled steel tube) column, and the steel floor slab girder 2 is horizontally rotated with the internal void of the CFT column as a guide. The steel floor slab girder 2 is horizontally rotated while being balanced by a lifting cable 9 and a counterweight 12.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种适用于竖立桥梁的桥梁的架设方法,即使在不能固定足够的工作场所的地方,如铺设在道路上的桥梁,轨道,河流或 类似。

      解决方案:在道路1的一侧构造用于支撑钢地板板梁2的一端的桥墩3。钢地板板梁2构造在钢架的竖立方向的相对侧 地板板2与桥墩3夹在中间。 钢结构板梁2竖立在围绕作为旋转轴线的桥墩3的钢地板板梁2的竖立方向上水平旋转。 桥墩3由CFT(混凝土填充钢管)柱构成,钢板桁架梁2以CFT柱的内部空隙为水平旋转。 钢底板梁2水平旋转,同时由提升缆索9和配重12平衡。版权所有(C)2005,JPO&NCIPI