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STIFFENING GIRDER OF SUSPENSION BRIDGE, AND METHOD FOR CONSTRUCTING THE SAME

机译:悬索桥的加固梁及其构造方法

摘要

PROBLEM TO BE SOLVED: To simplify constitution of a stiffening girder of a suspension bridge, and to secure wind-resistant stability both in and after construction.;SOLUTION: This stiffening girder 1 (of the suspension bridge) roughly includes two main girders 2 extending in a bridge axis direction C, a cross beam 3 extending in a direction orthogonal to the main girder 2, and a highly-durable concrete floor slab 4 disposed on the upper part of the main girder 2. The highly-durable concrete floor slab 4 comprises a plurality of highly-durable concrete floor slab panels which are disposed in the bridge axis direction C and the direction orthogonal to the bridge axis direction C. The highly-durable concrete floor slab panel is constituted of a panel in which steel materials such as a bottom steel plate 8, a reinforcing bar, a rib are embedded in the concrete, and is preliminarily manufactured in a factory, or the like.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:为简化悬索桥加劲梁的结构,并确保施工中和施工后的抗风稳定性;解决方案:(悬索桥的)加劲梁1大致包括两个主梁2在桥轴方向C上,在与主梁2正交的方向上延伸的横梁3和配置在主梁2的上部的高耐久性混凝土楼板4。高耐久性混凝土楼板4包括多个在桥轴线方向C和与桥轴线方向C正交的方向上设置的高耐久性混凝土楼板面板。高耐久性混凝土楼板面板由其中例如钢材的钢板构成。底部钢板8,钢筋和肋骨埋入混凝土中,并在工厂等中预先制造。版权所有:(C)2012,JPO&INPIT

著录项

  • 公开/公告号JP2011214221A

    专利类型

  • 公开/公告日2011-10-27

    原文格式PDF

  • 申请/专利权人 NIPPON STEEL ENGINEERING CO LTD;

    申请/专利号JP20100080326

  • 发明设计人 YAMAZAKI SHINSUKE;SAKURAI NOBUAKI;

    申请日2010-03-31

  • 分类号E01D19/12;E01D11/02;E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-21 18:25:38

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