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BRIDGE WITH DECK AND SUPPORTING MEANS, IN PARTICULAR LARGE SPAN CABLE-STAYED BRIDGE AND CONSTRUCTION METHOD

机译:带有大跨度斜拉桥的甲板及支撑装置的桥梁及施工方法

摘要

SHORT DESCRIPTION The invention relates to a bridge having a bridge consisting of a upper chord (4), which may be a floor slab, a lower chord (5) which can be made of a formed tube of successive sections, and diagona-the connecting beams (6) which connect the frames, and whose axes concolurent on the axis of the bottom chord. Preferably, the elements subjected to high voltages are provided with individual prestressing means. The gussets (15) connecting the diagonals to the upper chord advantageously carry the twist ties (2) support.
机译:具体实施方式本发明涉及一种桥,该桥具有由上弦杆(4)(可以是楼板),下弦杆(5)(可以由连续的截面的成型管制成)和对角线构成的桥,该对角线连接连接框架的横梁(6),其轴线与下弦的轴线一致。优选地,承受高压的元件设有单独的预应力装置。将对角线连接到上弦的角撑板(15)有利地带有扭力带(2)的支撑。

著录项

  • 公开/公告号CA1292600C

    专利类型

  • 公开/公告日1991-12-03

    原文格式PDF

  • 申请/专利权人 MULLER JEAN;

    申请/专利号CA19880562339

  • 发明设计人 MULLER JEAN;

    申请日1988-03-24

  • 分类号E01D11/00;E01D7/02;E01D21/04;E01D9/06;

  • 国家 CA

  • 入库时间 2022-08-22 05:32:40

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