首页> 外国专利> TEMPORARY BRIDGE USING PRESTRESSED COMPOSITE BUILT-UP BEAM BY PLACING PRESTRESS ON BUILT-UP BEAM MANUFACTURED BY CONNECTING H-BEAMS VERTICALLY AND THE INSTALLATION METHOD THEREOF

TEMPORARY BRIDGE USING PRESTRESSED COMPOSITE BUILT-UP BEAM BY PLACING PRESTRESS ON BUILT-UP BEAM MANUFACTURED BY CONNECTING H-BEAMS VERTICALLY AND THE INSTALLATION METHOD THEREOF

机译:通过将预应力放置在垂直连接H型钢制造的预应力梁上的预应力复合预应力梁临时桥及其安装方法

摘要

PURPOSE: An installation method for a temporary bridge is provided to promote utility by increasing the stress and section of a composite beam, to manufacture a composite beam used for a bridge in a short term, to maximize economical efficiency and constructability, to reduce the stress of a temporary bent and negative reaction force, and to cut down construction expenses by manufacturing simply. CONSTITUTION: The installation method for a temporary bridge(10) comprises the steps of: manufacturing a prestressed composite built-up beam(30) by placing built-up beams connected with upper and lower flanges of upper and lower H-beams(21) vertically on a workbench, then prestressing using a hydraulic jack; installing a backing(40) on a temporary bent(11) of a temporary bridge(10) to install the prestressed composite built-up beam(30); installing the prestressed composite built-up beam(30) on the temporary bent(11), installing a built-up beam(30) on both sides of the temporary bridge(10), installing a prestressed composite built-up beam(30) on the central temporary bent; and installing an upper H-beam(21) between the built-up beam(20) and the prestressed composite built-up beam(30), then connecting on a gusset plate installed on a web of each H-beam by a bolt.
机译:目的:提供一种临时桥梁的安装方法,以通过增加复合梁的应力和截面来提高实用性,以在短期内制造用于桥梁的复合梁,以最大程度地提高经济效益和可施工性,从而减少应力暂时产生弯曲和负面的反作用力,并通过简单的制造来减少建筑费用。组成:临时桥梁(10)的安装方法包括以下步骤:通过放置与上下H型钢(21)的上下凸缘连接的组合梁来制造预应力组合式组合梁(30)。垂直在工作台上,然后使用液压千斤顶预应力;在临时桥(10)的临时弯头(11)上安装背衬(40),以安装预应力复合组合梁(30);在临时弯折处(11)上安装预应力复合组合梁(30),在临时桥梁(10)的两侧安装组合梁(30),安装预应力组合组合梁(30)在中央临时弯在组装梁(20)和预应力复合组装梁(30)之间安装上部H型梁(21),然后通过螺栓连接到安装在每个H型梁腹板上的角撑板上。

著录项

  • 公开/公告号KR20030086222A

    专利类型

  • 公开/公告日2003-11-07

    原文格式PDF

  • 申请/专利权人 NO YUN KEUN;

    申请/专利号KR20030001086

  • 发明设计人 JUNG CHAN HAEK;NO YUN KEUN;

    申请日2003-01-08

  • 分类号E01D2/00;

  • 国家 KR

  • 入库时间 2022-08-21 23:45:58

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