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CONNECTION STRUCTURE OF COMPLEX GIRDER OF CONTINUOUS BRIDGE

机译:连续桥复杂梁的连接结构

摘要

PURPOSE: A girder connection structure of a continuous bridge including a composite form is provided to economically form the continuous bridge without member waste of a truss girder unit and to form the continuous bridge which safely resists to a positive moment and a negative moment. CONSTITUTION: A girder connection structure(100) of a continuous bridge comprises a steel box girder unit(110), a truss girder unit(130), and a connection unit(150). The steel box girder unit comprises a web(111), an upper flange(113), and a lower flange(114), and the upper flange and the lower flange are connected to the upper part and the lower part of the web. The truss girder unit comprises an upper chord(131), a lower chord(132), and a diagonal member(133) and is connected to the steel box girder in a throttle direction. The connection unit connects the steel box girder and the truss girder unit and comprises a stress concentration prevention unit. The stress concentration prevention unit prevents stress concentration from being focused on the upper chord and the lower chord.
机译:目的:提供包括复合形式的连续桥的梁连接结构,以经济地形成连续桁架而不会浪费桁架梁单元,并形成可安全抵抗正力矩和负力矩的连续桥。构成:连续桥的梁连接结构(100)包括钢箱梁单元(110),桁架梁单元(130)和连接单元(150)。钢箱梁单元包括腹板(111),上凸缘(113)和下凸缘(114),并且上凸缘和下凸缘连接到腹板的上部和下部。桁架梁单元包括上弦(131),下弦(132)和对角构件(133),并在节流方向上连接至钢箱梁。连接单元连接钢箱梁和桁架梁单元,并包括应力集中防止单元。应力集中防止单元防止应力集中在上弦和下弦上。

著录项

  • 公开/公告号KR101322021B1

    专利类型

  • 公开/公告日2013-10-28

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110118857

  • 申请日2011-11-15

  • 分类号E01D2;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 16:24:17

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