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CONSTRUCTION METHOD FOR CONTINUOUS BRIDGE USING CONFINED CONCRETE

机译:承压混凝土连续桥梁施工方法

摘要

PURPOSE: A construction method of a continuous bridge using a constraint concrete is provided not to generate a harmfulness deformation in a steel girder even though applying a pre-stress force. CONSTITUTION: A construction method of a continuous bridge using a constraint concrete comprises the following steps: a pre-stress force is applied by settling a lower part tendon material on a lower part anchorage of a steel girder (11) of multiple positive moment sections; the steel girder of the multiple positive moment sections and a steel girder (12) of multiple negative moment sections unite alternately by mounting; an upper constraint concrete (21) is placed in an upper part of the steel girder of the multiple positive moment sections; and the pre-stress force is removed, and a slab concrete (30) is placed in an upper part of multiple steel girders (10).
机译:目的:提供一种使用约束混凝土的连续桥梁的施工方法,即使施加预应力也不会在钢梁中产生有害变形。构成:采用约束混凝土的连续桥梁施工方法包括以下步骤:通过将下部钢筋束材料沉降到多个正弯矩截面的钢梁(11)的下部锚固件上来施加预应力;多个正弯矩段的钢梁和多个负弯矩段的钢梁(12)通过安装交替地结合在一起;在多个正弯矩段的钢梁的上部放置有上部约束混凝土(21)。然后去除预应力,在多个钢梁(10)的上部放置板状混凝土(30)。

著录项

  • 公开/公告号KR101358877B1

    专利类型

  • 公开/公告日2014-02-06

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20120011576

  • 发明设计人 김현수;정영수;진승영;권용식;

    申请日2012-02-06

  • 分类号E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 15:41:36

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