首页> 外国专利> COMPOSITE TEMPORARY BRIDGE BE COMBIND MAIN GIRDER AND DECK PLATE CONSTRUCTION AND METHOD THEREOF

COMPOSITE TEMPORARY BRIDGE BE COMBIND MAIN GIRDER AND DECK PLATE CONSTRUCTION AND METHOD THEREOF

机译:组合式临时桥结合主梁和桥面板的构造及其方法

摘要

A structure for a composite temporary bridge integrated with a main girder and a deck plate and a construction method of a composite temporary bridge using the same are provided to obtain structural safety although a cross beam or a bracing is not set up and to prevent the structure from sagging due to the weight by increasing the section hardness of the main girder and the deck plate. A composite temporary bridge comprises a main girder(100), a supporting plate(200), a finishing plate(300), a plurality of rib plates(400), and a structure(550) for the composite temporary bridge. The main girder is installed in the longitudinal direction of the bridge. The supporting plate is installed at the upper side of the main girder. The finishing plate is installed at the end of the front side and the rear side of the supporting plates. A plurality of rib plates is installed in the regular interval between the anterior finishing plate and back side finishing plate. The structure for a composite temporary bridge comprises a cover plate(500). The cover plate is inserted into the upper end of the rib plate.
机译:提供了一种用于将主梁与桥板集成在一起的复合临时桥的结构以及使用该结构的复合临时桥的施工方法,尽管未设置横梁或支撑,但仍可确保结构安全并防止该结构的发生。通过增加主梁和盖板的截面硬度,避免因重量而产生下垂。一种复合临时桥,包括主梁(100),支撑板(200),装饰板(300),多个肋板(400)和用于复合临时桥的结构(550)。主梁沿桥的纵向方向安装。支撑板安装在主梁的上侧。精加工板安装在支撑板正面和背面的末端。在前装饰板和后侧装饰板之间的规则间隔中安装有多个肋板。复合临时桥的结构包括盖板(500)。盖板插入肋板的上端。

著录项

  • 公开/公告号KR100911451B1

    专利类型

  • 公开/公告日2009-08-11

    原文格式PDF

  • 申请/专利权人 O.K. CONSULTANT CO. LTD.;KIM YUN HWAN;

    申请/专利号KR20080107123

  • 发明设计人 KIM YUN HWAN;

    申请日2008-10-30

  • 分类号E01D21;E01D2;

  • 国家 KR

  • 入库时间 2022-08-21 19:11:44

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