首页> 外国专利> THE BRIDGE UPPER PART STRUCTURE LIFT METHOD FOR WHICH A BRIDGE UPPER PART STRUCTURE DISPLACED CONTROL SYSTEM AND THIS WERE USED

THE BRIDGE UPPER PART STRUCTURE LIFT METHOD FOR WHICH A BRIDGE UPPER PART STRUCTURE DISPLACED CONTROL SYSTEM AND THIS WERE USED

机译:桥梁上部结构位移控制系统的桥梁上部结构提升方法

摘要

The present invention is to restrain the bridge superstructure in the stable state by restraining the longitudinal direction of the bridge superstructure in which the displacement control device is installed when the displacement of the bridge superstructure can occur during the bridge superstructure lift It is an object of the present invention to provide a control device and a method of raising a bridge superstructure using the same. Bridge superstructure displacement control apparatus according to the present invention for achieving the above object is a plurality of support members that are fixed to the chemical anchor on the connecting slab; A fixing member fixed to the upper portion of the bridge upper structure that is pulled between the supporting members by a chemical anchor; The hydraulic member is installed between the support member and the hydraulic jack is installed on the upper surface of the lower structure to raise the bridge upper structure in a state in close contact with the side at the same time. In addition, the bridge upper structure lifting method using the bridge upper structure displacement control apparatus according to the present invention for achieving the above object is fixed to the support member on the upper surface of the connecting slab fixed with a chemical anchor, the upper bridge is lifted between the support member The fixing member fixed by the chemical anchor is inserted into the upper part of the structure, and close to the side and at the same time, the hydraulic jack is installed on the upper surface of the lower structure to configure the bridge upper structure displacement control device, and then the hydraulic jack is applied to the hydraulic jack to raise the bridge upper structure. It is characterized by.
机译:发明内容本发明的目的是通过在桥梁上部结构升降期间能够发生桥梁上部结构的移位的情况下,通过限制设置有位移控制装置的桥梁上部结构的长度方向来限制桥梁上部结构。本发明提供一种控制装置和使用该控制装置抬高桥梁上部结构的方法。为了实现上述目的,根据本发明的桥梁上部结构位移控制装置是固定在连接板上的化学锚上的多个支撑部件。固定构件固定在桥上部结构的上部,该固定构件通过化学锚被拉在支撑构件之间。液压构件被安装在支撑构件之间,并且液压千斤顶被安装在下部结构的上表面上,以在与侧面紧密接触的同时升高桥上部结构。另外,为了实现上述目的,使用根据本发明的桥梁上部结构位移控制装置的桥梁上部结构提升方法固定在用化学锚固定的连接板的上表面的支撑构件上,该上部桥梁在支撑构件之间抬起。将由化学锚固定的固定构件插入结构的上部,并靠近侧面,同时将液压千斤顶安装在下部结构的上表面,以构造桥梁上部结构位移控制装置,然后将液压千斤顶应用于液压千斤顶以升高桥梁上部结构。它的特点是。

著录项

  • 公开/公告号KR101062271B1

    专利类型

  • 公开/公告日2011-09-05

    原文格式PDF

  • 申请/专利权人 WOO KYOUNG COUST. CO. LTD.;

    申请/专利号KR20110030473

  • 发明设计人 SONG BYEONG PYO;

    申请日2011-04-04

  • 分类号E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 17:49:51

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