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CONTINUOUS GIRDER BRIDGE HAVING COMPOSITE NON-UNIFORM SECTION STRUCTURE AND CONSTRUCTION METHOD THE SAME

机译:具有非均匀截面复合结构的连续梁桥及其施工方法

摘要

The present invention relates to a continuous girder bridge and a construction method thereof having a composite sectional cross-section structure that can be easily placed in the concrete lower section of the girder under the compressive stress of the parent cement portion.;In the continuous girder bridge having a composite cross section structure according to an embodiment of the present invention, an area of the girder supported by the lower structure of the bridge is composed of a composite cross section girder, and the composite cross section girder is formed at both ends of the abdominal plate. The lower flange is provided, the end of the lower flange is provided with a reinforcement jaw in a structure capable of placing concrete, the lower flange upper surface between the reinforcing jaw and the abdominal plate may be made of a structure in which concrete is synthesized.;By the above configuration, the present invention can be easily made of concrete to be synthesized in the area where the parent moment occurs, the concrete can be placed before and after the installation of the girder to improve the workability and It is possible to shorten the air and to increase the load capacity of the continuous steel bridge to reduce the weight of the double composite steel bridge.;Steel box girder, continuous bridge, section, concrete, parent
机译:本发明涉及一种具有组合截面结构的连续梁桥及其施工方法,该结构可以在母体水泥部分的压缩应力作用下容易地放置在梁的混凝土下部中。根据本发明实施例的具有复合横截面结构的桥梁,由桥的下部结构支撑的梁的区域由复合横截面梁组成,并且该复合横截面梁形成在梁的两端。腹板。在能够放置混凝土的结构中设置下部凸缘,在下部凸缘的端部设置有加强爪,加强爪和腹板之间的下部凸缘上表面可以由合成混凝土的结构制成。通过上述构造,本发明可以容易地由要在产生母力矩的区域中合成的混凝土制成,可以在安装大梁之前和之后放置混凝土以提高可使用性,并且可以缩短空气并增加连续钢桥的承载能力,以减轻双层复合钢桥的重量。;钢箱梁,连续桥,型材,混凝土,母体

著录项

  • 公开/公告号KR101082126B1

    专利类型

  • 公开/公告日2011-11-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20090130184

  • 发明设计人 이필구;

    申请日2009-12-23

  • 分类号E01D2/04;E01D21;E04C3/293;

  • 国家 KR

  • 入库时间 2022-08-21 17:49:31

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