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Steel box girder bridge with CFT reinforcement member and construction method thereof

机译:带CFT加固构件的钢箱梁桥及其施工方法

摘要

In the present invention, by installing CFT reinforcement in the axial direction on the upper surface of the lower flange of the branch segment installed in the continuous branch part of the steel box girder bridge constructed as a continuous bridge, there is no additional stress caused by drying shrinkage or creep of the concrete, It relates to a steel box girder bridge equipped with CFT reinforcement for easy construction and a construction method thereof. The steel box girder bridge provided with the CFT reinforcement of the present invention is composed of a lower flange and a pair of abdominal plates provided on both ends of the lower flange, and includes a branch segment installed in a continuous branch portion of the bridge; and an adjacent segment composed of a lower flange and a pair of abdominal plates provided on both ends of the lower flange and installed adjacent to the fulcrum segment; In the steel box girder bridge consisting of It is characterized in that it is fixed to the upper surface of the lower flange in a state in which the compressive force is previously introduced by doing so, and is provided in the longitudinal direction so that the tensile prestress is introduced into the lower part of the steel box girder by releasing the compressive force.
机译:在本发明中,通过在安装在钢箱梁桥的连续分支部分的分支部分的下凸缘的下表面上的轴向上安装CFT加强件,该钢箱梁桥的连续支架的连续支架,没有额外的应力干燥混凝土的收缩或蠕变,涉及一种配备CFT加固的钢箱梁桥,便于施工及其施工方法。设置有本发明的CFT加强件的钢箱梁桥由下凸缘和设置在下凸缘两端的一对腹板组成,并且包括安装在桥的连续分支部分中的分支段;和由下凸缘的下凸缘和一对腹板组成的相邻段,该腹板设置在下凸缘的两端并安装在支点段附近;在由其组成的钢箱梁桥中,其特征在于,在先前通过这样做的抗压力引入压缩力的状态下固定到下凸缘的上表面上,并且在纵向方向上设置得以拉伸的状态。拉伸通过释放压缩力将预应力引入钢箱梁的下部。

著录项

  • 公开/公告号KR102349439B1

    专利类型

  • 公开/公告日2022-01-11

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020210075429

  • 发明设计人 문종훈;이필구;조광일;

    申请日2021-06-10

  • 分类号E01D2/04;E01D21;E01D101/28;

  • 国家 KR

  • 入库时间 2022-08-24 23:26:49

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