首页> 外国专利> METHOD FOR CONSTRUCTING TEMPORARY BRIDGE USING CAMBER

METHOD FOR CONSTRUCTING TEMPORARY BRIDGE USING CAMBER

机译:用弧度法构造临时桥梁的方法

摘要

The present invention provides a method for constructing a temporary bridge using a camber configured to add a camber to a girder constituting an upper structure of a temporary bridge, fix the camber such that a front end can be lifted, then install a steel post and a support beam, and quickly construct a bridge while removing the camber. According to an embodiment of the present invention, a temporary bridge is constructed by the steps of: (a) preparing for salvage; (b) connecting an upper portion of a second girder to a clamp unit in a direction of a throttling such that a bending angle can be generated in a front end portion of the second girder; (c) securing a movement space for work; (d) fixing a guide for piling to a piling guide workbench; (e) performing a first piling step; (f) performing a secondary piling; (g) arranging a head portion; (h) disassembling the clamp unit installed in the step (b) and removing the camber angle; and (i) repeating the steps from (b) to (i) several times in a direction of the throttling of the temporary bridge.;COPYRIGHT KIPO 2017
机译:本发明提供一种使用外倾角构造临时桥梁的方法,该外倾角被构造成将外倾角添加到构成临时桥梁的上部结构的大梁中,固定外倾角以使得前端可以被抬起,然后安装钢柱和前叉。支撑梁,并在拆卸外倾角时快速搭建桥梁。根据本发明的一个实施例,临时桥是通过以下步骤建造的:(a)准备打捞; (b)在节流方向上将第二桁架的上部连接到夹具单元,从而可以在第二桁架的前端部分产生弯曲角; (c)确保工作的流动空间; (d)将打桩指南固定在打桩指南工作台上; (e)执行第一步打桩步骤; (f)进行二次打桩; (g)布置头部; (h)拆卸在步骤(b)中安装的夹具单元,并移除外倾角; (i)在节流临时桥的方向上重复(b)到(i)的步骤。; COPYRIGHT KIPO 2017

著录项

  • 公开/公告号KR101744437B1

    专利类型

  • 公开/公告日2017-06-07

    原文格式PDF

  • 申请/专利权人 LEE JONG RAN;

    申请/专利号KR20160021107

  • 发明设计人 LEE JONG RANKR;

    申请日2016-02-23

  • 分类号E01D21;E01D15/12;E01D19;F16B2/06;F16B5;

  • 国家 KR

  • 入库时间 2022-08-21 13:25:23

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号