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CONSTRUCTION METHOD OF SINGLE SPAN AND MULTI SPAN COMPOSITE GIRDER BRIDGE

机译:单跨和多跨复合梁桥的施工方法

摘要

PROBLEM TO BE SOLVED: To provide the construction method of a single span and multi span composite girder bridge further introducing compression stress in upper floor board concrete and the lower flange of a composite girder of a negative moment zone through a process lowering and lifting an end supporting point.;SOLUTION: The construction method includes a step for providing a first abutment and a second abutment, a step for burying the shape steel of the bridge seat of the first abutment, a step for simply leaving a beam between the first abutment and the second abutment as it is, a step for connecting the shape steel of the first abutment and the lower flange of the beam, a step for placing joint concrete to the neutral axis of the beam from the upper part of the bridge seat part of the first abutment, a step for lowering the supporting point of the second abutment, a step for placing concrete to the floor board of the beam from the upper part of the joint concrete of the first abutment, a step for placing floor board concrete over the whole zone of the beam, and a step for lifting the supporting point of the second abutment side.;COPYRIGHT: (C)2002,JPO
机译:要解决的问题:提供一种单跨和多跨复合梁桥的施工方法,该方法通过降低和提升端部的过程进一步将负应力区域的上部楼板混凝土和复合梁的下部凸缘引入压应力。解决方案:该施工方法包括提供第一基台和第二基台的步骤,埋入第一基台的桥座型钢的步骤,简单地在第一基台和第二基台之间留下横梁的步骤。保持第二基台原样,将第一基台的型钢与梁的下凸缘连接起来的步骤,从梁的桥座部分的上部将结合混凝土放置到梁的中性轴的步骤第一基台,降低第二基台支撑点的步骤,从第一基台的联合混凝土的上部将混凝土放置到梁的地板上的步骤;在整个梁的整个区域上放置地板混凝土的步骤,以及抬起第二个基台侧面的支撑点的步骤。;版权所有:(C)2002,JPO

著录项

  • 公开/公告号JP2002004224A

    专利类型

  • 公开/公告日2002-01-09

    原文格式PDF

  • 申请/专利权人 KOO MIN SE;

    申请/专利号JP20010017589

  • 发明设计人 KOO MIN SE;

    申请日2001-01-25

  • 分类号E01D19/12;E01D2/00;E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-22 00:53:25

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