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Continuous Beam Construction Structure of Prestressed Concrete Beam

机译:预应力混凝土梁连续梁施工结构

摘要

And the subject innovation is more cost-effective beam cross-section design and construction is related to a PSC beam connecting structure according to the possible continuous bridge manner, the end junction's surface are opposed to each other doedoe installed on the bridge substructures, the abdomen and the lower portion of the beam end portions facing each other, was only out block upper flange portion other than the flange portion by being an upper flange portion connected to the space is formed and an upper flange portion connected to the space below the to be bonded to each other continuously in the adhesive incorporated in a spaced area between the lower flange portion and the abdominal joint surface of the beam the point resistance increasing amount of a cross-section beam; It is poured on the top flange connection area with a welding point of poured concrete; To introduce a compression prestress on the fulcrum portion, an upper flange portion connected to and pass through the space in the throttle direction, are spaced apart in both sides from the branch portion through the upper flange portion of the two beam anchorage both end portions in the preinstalled settling after stress branch unit serialization PC steel; And the slab concrete integral with the entire beam upper surface; and a.
机译:而主题创新是更具成本效益的梁截面设计和施工,它涉及一种可能的连续桥方式的PSC梁连接结构,端接面彼此相对,安装在桥下部结构,腹部上并且,梁端部的下部彼此相对,通过形成为与空间连接的上部凸缘部,并且在与该空间下方的空间连接的上部凸缘部,仅形成凸缘部以外的上凸缘部。在横梁的下部凸缘部与腹侧接合面之间的间隔区域中所包含的粘合剂中,连续地粘接截面梁的点阻力增加量。用浇筑的混凝土的焊接点将其浇在顶部法兰连接区域上;为了在支点部分上引入压缩预应力,连接到节流方向并穿过节流方向的空间的上凸缘部分通过两个梁锚定件的上凸缘部分在分支部分的两侧与分支部分的两侧间隔开。应力分支单元序列化PC钢后的预安装沉降;平板混凝土与整个梁的上表面成为一体;和一个。

著录项

  • 公开/公告号KR200384805Y1

    专利类型

  • 公开/公告日2005-05-19

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050004177U

  • 发明设计人 박상현;

    申请日2005-02-16

  • 分类号E01D2/00;

  • 国家 KR

  • 入库时间 2022-08-21 22:02:58

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