首页> 外国专利> UNIT PRESTRESSED COMPOSITE BRIDGE PRODUCED BY ASSEMBLING PRESTRESSED COMPOSITE BEAMS ON THE GROUND AND POURING AND CURING AN UPPER SLAB OF A BRIDGE AND A PRESTRESSED COMPOSITE BRIDGE CONSTRUCTION METHOD FOR SHORTENING A TERM OF CONSTRUCTION BY MAKING THE BRIDGE MOUNTING SPEED FAST AND PREVENTING ACCIDENTS BY REDUCING WORKS IN THE HIGH PLACE

UNIT PRESTRESSED COMPOSITE BRIDGE PRODUCED BY ASSEMBLING PRESTRESSED COMPOSITE BEAMS ON THE GROUND AND POURING AND CURING AN UPPER SLAB OF A BRIDGE AND A PRESTRESSED COMPOSITE BRIDGE CONSTRUCTION METHOD FOR SHORTENING A TERM OF CONSTRUCTION BY MAKING THE BRIDGE MOUNTING SPEED FAST AND PREVENTING ACCIDENTS BY REDUCING WORKS IN THE HIGH PLACE

机译:通过将预应力复合梁装配在地面上并浇筑并使其上部桥板而形成的单元预应力复合桥梁,以及一种通过在桥梁上缝制速度和速度的方法来进行预缩的方法来预应力复合桥梁的建造方法高层

摘要

PURPOSE: A unit prestressed composite bridge produced by assembling prestressed composite beams on the ground and pouring and curing an upper slab of a bridge and a prestressed composite bridge construction method are provided to prevent accident by reducing the arrangement of steel bars and a mold and concrete pouring works for completing the bridge slab in the high place. CONSTITUTION: A prestressed composite beam is produced by pouring lower casing concrete into a lower flange(3) of an H-shaped steel(1). A lifting device is installed on the upper part of an upper flange(2). The prestressed composite beams are connected to each other by an end cross beam(30). A unit prestressed composite beam bridge is produced by pouring and curing a haunch unit and an upper slab of the bridge to the prestressed composite beam. The unit prestressed composite beam bridge is assembled and mounted to a pier and an abutment by using the lifting device.
机译:目的:提供一种通过在地面上组装预应力复合梁并浇筑并固化桥梁上部平板而生产的单元预应力复合桥梁,以及一种预应力复合桥梁的建造方法,以通过减少钢筋,模具和混凝土的布置来防止事故发生。在高处完成桥梁板的浇筑工程。组成:通过将下部套管混凝土倒入H型钢(1)的下部凸缘(3)中来产生预应力复合梁。提升装置安装在上部法兰(2)的上部。预应力复合梁通过端部横梁(30)相互连接。单元预应力复合梁桥是通过将吊舱单元和桥的上平板浇注并固化至预应力复合梁而制成的。通过使用提升装置,将单元预应力复合梁桥组装并安装到墩和桥台上。

著录项

  • 公开/公告号KR20050024786A

    专利类型

  • 公开/公告日2005-03-11

    原文格式PDF

  • 申请/专利权人 STEEL AND CONCRETE CO. LTD.;

    申请/专利号KR20030061633

  • 发明设计人 CHEON JIN UK;SEO DONG YOUNG;

    申请日2003-09-04

  • 分类号E01D2/00;

  • 国家 KR

  • 入库时间 2022-08-21 22:05:42

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