首页> 外国专利> RAILWAY BRIDGE REHABITATION METHOD USING SUPERSTRUCTURE CONTINUATION SUPPORT TRASITION AND PIER REPLACEMENT

RAILWAY BRIDGE REHABITATION METHOD USING SUPERSTRUCTURE CONTINUATION SUPPORT TRASITION AND PIER REPLACEMENT

机译:铁路桥梁康复方法采用超结构延续支持转换和码头更换

摘要

The present invention is a method of continuation of the discontinuous superstructure of a railway bridge composed of a continuous simple span and replacing the pier, comprising: a first step of installing a bracket supporting the adjacent discontinuous superstructure on the upper part of the pier for replacement; a second step of temporarily supporting the discontinuous superstructure by removing the reinforcement at an existing point of the discontinuous superstructure, and moving both supports on the bracket to be spaced apart; A third step of installing a new pier and a new support on the upper part of the new pier; And it relates to a railway bridge reinforcement construction method using the continuation of the bridge superstructure, point movement and pier replacement, characterized in that it comprises a fourth step of sequencing the adjacent discontinuous superstructure and removing the pier for replacement.
机译:本发明是一种延续由连续简单的跨度和更换码头组成的铁路桥的不连续上部结构的方法,包括:安装支架的第一步,该支架在码头的上部安装支撑在码头的上部进行替代 ; 通过在不连续上部结构的现有点处移除加强件暂时支撑不连续上层结构的第二步骤,并在支架上移动两个支撑件以间隔开; 在新码头安装新码头的第三步和新的支持; 并且它涉及一种使用桥式上部结构,点移动和墩替代的延续的铁路桥梁加固结构方法,其特征在于它包括测序相邻的不连续上部结构并移除墩进行更换码头的第四步骤。

著录项

  • 公开/公告号KR102279873B1

    专利类型

  • 公开/公告日2021-07-20

    原文格式PDF

  • 申请/专利权人 한국교통대학교산학협력단;

    申请/专利号KR20190149790

  • 发明设计人 최상현;

    申请日2019-11-20

  • 分类号E01D18;E01D19/02;E01D19/04;E01D22;

  • 国家 KR

  • 入库时间 2022-08-24 20:24:20

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