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CONSTRUCTION METHOD FOR PRESTRESSED CONCRETE BOX GIRDER BRIDGE

机译:预应力混凝土箱梁桥的施工方法

摘要

PROBLEM TO BE SOLVED: To provide an erection method being suitable for, in particular, erection of a prestressed concrete box girder bridge using a corrugated steel plate web.;SOLUTION: Reinforcing members 21, 22 are attached to a bridge axis orthogonal plane of the corrugated steel plate web 11 and are mutually connected by length of erection in the direction of bridge axis to assemble an erection frame and erect the erection frame on a bent. Then, a precast concrete panel 23 as a form for lower floor slab concrete is attached to construct the lower floor slab concrete and upper floor slab concrete, so that the most proper construction plan is made and traffic below a crossing part is not disturbed at all. Erection may be performed after attaching the precast concrete panel 23 to the erection frame.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:提供一种特别适合于使用波纹钢板腹板架设预应力混凝土箱梁桥的架设方法。解决方案:加强件21、22安装在桥架的桥轴正交平面上。波纹钢板腹板11和波纹钢腹板11通过在桥轴方向上的安装长度相互连接,以组装安装框架并将安装框架弯曲地安装。然后,作为下楼板混凝土的形式的预制混凝土面板23被附接以构造下楼板混凝土和上楼板混凝土,从而制定最适当的施工计划并且完全不干扰交叉部分下方的交通。 。可以在将预制混凝土面板23安装到安装框架上之后进行安装。版权所有:(C)2007,JPO&INPIT

著录项

  • 公开/公告号JP2007040020A

    专利类型

  • 公开/公告日2007-02-15

    原文格式PDF

  • 申请/专利权人 PS MITSUBISHI CONSTRUCTION CO LTD;

    申请/专利号JP20050226870

  • 发明设计人 KATO TAKUYA;SUDA TAKASHI;

    申请日2005-08-04

  • 分类号E01D21/00;E01D1/00;E01D2/04;E01D21/06;

  • 国家 JP

  • 入库时间 2022-08-21 21:13:43

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