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Method for Reinforcing Earthquake-Resistant of Bridge Pier

机译:桥墩抗震加固方法

摘要

The present invention provides a bridge seismic reinforcement method for bridges to improve the concrete bondability and seismic performance by using a spiral reinforcement for the bridge reinforcement of the existing bridge to be bound to the structure of the existing bridge. To this end, the present invention is a method for performing a seismic reinforcement for the existing bridge of the bridge, proceeding the trench to the foundation portion of the existing bridge, performing the chipping of the chipping and chipping of the surface of the bridge, and the existing bridge Vertically fixing a plurality of vertical reinforcement stiffeners at regular intervals along a circumference of the pier, spaced apart from each other in a spiral shape from an upper surface of the pier foundation along the existing piers and the plurality of vertical reinforcement stiffeners; Performing a spiral-shaped reinforcement process of winding up and winding up a spiral reinforcing material for spiral winding; After pouring a certain period of time, When the molding is completed, characterized in that it comprises the step of removing the formwork.
机译:本发明提供了一种用于桥梁的桥梁抗震加固方法,其通过使用螺旋加强件来对现有桥梁的桥梁进行加固以将其结合到现有桥梁的结构上,从而提高混凝土的可粘结性和抗震性能。为此,本发明是一种用于对桥梁的现有桥梁进行抗震加固,将沟槽行进至现有桥梁的基础部分,对桥梁的表面进行凿孔和凿孔的方法,所述现有桥梁沿所述墩台的圆周以规则间隔垂直固定多个竖向加强筋,所述竖向加强筋沿所述墩台和所述多个竖向加强筋与所述墩基础的上表面以螺旋状彼此间隔开。 ;进行螺旋状的螺旋状的增强工序,该工序是将螺旋状的增强材料卷绕并卷绕而卷绕。在浇注一定时间后,当模制完成时,其特征在于,其包括移除模板的步骤。

著录项

  • 公开/公告号KR101264396B1

    专利类型

  • 公开/公告日2013-05-14

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110006683

  • 发明设计人 하상우;

    申请日2011-01-24

  • 分类号E01D22;E01D19/02;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:11

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