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Construction method of Rahmen type complex integral bridge

机译:拉门式复杂整体式桥梁的施工方法

摘要

The present invention relates to a composite Rahmen bridge construction method and a composite Rahmen bridge thereof. A beam support member having a horizontal support portion and a plurality of vertical support portions is integrally installed when pouring concrete to make a pier so that the beam is inserted into a space between adjacent vertical support portions and horizontal support portions. In order to maximize the clamping force of the beam by fixing a part of the end portion side of the horizontal support portion while being inserted into a pier, the present invention includes: a step (S1) of forming a seating groove portion (12); a step (S2) of forming a protruding guide portion (26); a step (S3) of seating the top surface of the beam (30) above the top surface of a pier (2); a step (S4) of coupling and fixing the beam (30) and the vertical support (25) by welding and bolting; and a step (S5) of installing the upper support diaphragm (40) at the same height as the beam (30).
机译:复合拉赫曼桥的施工方法及其复合拉赫曼桥。当浇筑混凝土以形成墩台时,具有水平支撑部分和多个垂直支撑部分的梁支撑构件被整体安装,从而将梁插入相邻的垂直支撑部分和水平支撑部分之间的空间中。为了通过在将水平支撑部的端部侧的一部分插入到墩中的同时进行固定来使梁的夹持力最大化,本发明包括:形成落座槽部(12)的步骤(S1)。 ;步骤S2,形成突出的引导部26。步骤S3,将梁30的顶面放置在墩2的顶面上方;步骤S4,通过焊接和螺栓连接来连接和固定梁30和垂直支撑件25。步骤S5,将上支撑膜片40安装在与梁30相同的高度上。

著录项

  • 公开/公告号KR101741088B1

    专利类型

  • 公开/公告日2017-05-29

    原文格式PDF

  • 申请/专利权人 PARK JEOUNG GI;CHO SUNG LEI;

    申请/专利号KR20170012627

  • 发明设计人 PARK MI RA;

    申请日2017-01-26

  • 分类号E01D2/02;E01D19/02;E01D19/04;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 13:25:29

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