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Maintenance and reinforcing apparatus for section enlargement for reinforcing bearing power of pier in reinforced concrete bridge

机译:增强钢筋混凝土桥墩承载力的断面放大维修加固装置

摘要

The present invention relates to the cross-sectional close-up rehabilitation construction method using a cross-sectional close-up rehabilitation device for bearing reinforcement pier in a reinforced concrete bridge to enhance the load bearing capacity by expanding the cross-section of the pier of the existing bridge structure, the outer peripheral surface of the piers installed to be a plurality of installation on a pier length the base steel plate at a predetermined interval, and at regular intervals in the base iron plate attached to the pressure steel plate, and cross the retainer of the upper and lower portions of the pressure steel plate "c" shape having a certain size, but, grooves are installed to face to the outside installed a vertical reinforcement in bridge columns longitudinally in a groove formed by both impellers, the strand is in the retainer provided alternately on the upper and lower parts of the vertical steel reinforcing above pressure device is installed in the pressure device installed over the peripheral surface to the vertical reinforcement pier installed between the groove, one end of the strand is "d" shaped To after the one-way strand using the anchorage to the fixing holes formed in the protruding portion of the one side of the fixing device fixing the strand anchorage on the other side has to pass through the one end of the strand is installed over the outer peripheral surface of the pier settled using the anchorage sectional enlarged rehabilitation the mold to the outside after the connection to Strand tensile yuapjaek the strand up the device, and is installed through the one end of the strand fixing device using the anchorage after tension the strands conducted through the operation of fixing the fixing hole in the whole of the pier installation and curing it by placing the concrete on the rehabilitation to enhance the load bearing capacity of the piers to expand the cross-section of the existing piers.
机译:本发明涉及一种截面特写修复施工方法,该方法使用截面特写修复装置来对钢筋混凝土桥梁中的钢筋墩进行支承,以通过扩大桥墩的截面来增强承重能力。在现有的桥梁结构中,将墩台的外周面以规定间隔设置在墩台长度上,并以一定间隔在墩台的长度上多个地安装,并且在固定于压力钢板的底板铁板上以一定间隔交叉。压力钢板“ c”形的上部和下部的保持架具有一定的尺寸,但是在两个叶轮形成的凹槽内,在桥架中纵向安装了竖向加强筋,使凹槽面向外部在固定在交替的垂直上方的上部和下部的钢制加固装置上,上方压力装置安装在压力机中确保装置安装在外围表面上方,垂直加强墩安装在凹槽之间,钢绞线的一端呈“ d”形,至单向钢绞线后,利用锚固到在一侧突出部分中形成的固定孔固定装置的另一端,用于将钢绞线锚固装置的另一端固定得穿过钢绞线的一端,该钢绞线的一端安装在使用锚固截面扩大的沉降桩墩的外周表面上,将模具连接到钢绞线拉伸后向外修复yuapjaek将钢绞线固定在装置上,并在将钢绞线张紧后,使用锚固装置通过锚固装置通过钢绞线固定装置的一端进行安装。进行修复以增强墩的承载能力,以扩大现有墩的横截面。

著录项

  • 公开/公告号KR200312758Y1

    专利类型

  • 公开/公告日2003-05-16

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030003016U

  • 发明设计人 노윤근;조한진;

    申请日2003-01-30

  • 分类号E01D19/02;

  • 国家 KR

  • 入库时间 2022-08-21 23:44:40

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