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A structure of prestressed preflex steel composite beam prestressed by each construction steps

机译:各施工步骤预应力预应力预弯钢组合梁的结构

摘要

The present invention places the bottom strand to resist the beam weight, the slab weight of the concrete weight and the cross beam on the ganghyeong lower flange lower portion constituting the composite beam prestressing steel to the bottom of the lower flange and the tension after the beam before the slab concrete, and curing and fixing the end, slab concrete, and curing after sikimeuroseo fixing after stress in the predetermined distance from the location of the upper strand to withstand the live load and bridge the upper load (rails, pavement, and so on) on top of the lower flange of the ganghyeong from the beam end can produce a beam in the economy over the effective beam cross-sectional configuration, to reduce the amount of strands of the required, and the beam ends local installation prestressing steel composite beam structure that can prevent the stress concentration can be prevented beam end crack in It relates.
机译:本发明将下部钢绞线放置在构成复合梁预应力钢的江陵下凸缘下部上,以抵抗梁的重量,混凝土重量的板坯重量和横梁到下部凸缘的底部和梁之后的张力。在平板混凝土之前,并固化和固定端部,平板混凝土,并在sikimeuroseo固定后,在距上部绞线位置预定距离的应力后固化,以承受活动载荷并桥接上部载荷(钢轨,人行道等) on)从梁端开始在ganghyeong的下部法兰上可以在有效的梁横截面配置上经济地产生梁,以减少所需的股数,并在梁端局部安装预应力钢复合材料梁结构可以防止应力集中,可以防止梁端裂纹。

著录项

  • 公开/公告号KR200342287Y1

    专利类型

  • 公开/公告日2004-02-18

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030034719U

  • 发明设计人 한영보;

    申请日2003-11-01

  • 分类号E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-21 22:46:22

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