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H-beam enlargement and reinforcing apparatus to the slab of girder bridge combining reinforcement of cross beam

机译:结合横梁加固的大梁桥平板H型梁扩大加固装置

摘要

The subject innovation is to install the strand on the H-shaped beam in order to enhance the load carrying capacity of the girder slab by introducing upstream of the compression force on the H-shaped beam by introducing a tensile force is transmitted the the upward compressive force to the slab to so as to enhance the load carrying capacity girder slab reinforcement vertical expansion device also serves as a reinforcing cross beam and to the load carrying capacity of the slab reinforcement method using the same.; In the girder bridge, which at regular intervals on the slab lower side of the horizontal girder beam is installed and cross beam is provided between the horizontal beam and the horizontal beam,; The cross beam surface while installed to be in close contact with both side surfaces and the slab bottom surface of the transverse beam are installed on both sides of the cross beam with a fixed fixing a cross beam reinforcement and the lower regular intervals in the cross beam reinforcement to anchor fixing the strand in the strand anchorage provided by a pair of and, so, but by installing the support bracket the cross beam supported above and to be fixed in close contact with the reinforcement installed to the screw jack to the bracket top and install the H-shaped beam thereon in close contact with the lower surface of the slab in the center between the horizontal beam provided with a predetermined interval slab by using a pair of screw jacks installed strand anchorage and installing the connection fixing a girder slab vertical expansion reinforcing device the strand and then installed to the H-shaped beam installed on the bottom slab to the support bracket is installed next to the bottom of the type of the H-beam adjusted to come into close contact with the lower surface, and then the cross beam Slabs to the introduction of tensile force on the strand provided in a lower portion of the steel material and then strand by fixing the anchorage and to tension the strand provided in strand anchorage is installed as a pair to a lower portion of the H-shaped beam introduced into the upstream of the tensile force so as to enhance the load carrying capacity of the slab It relates to the load carrying capacity reinforcing method.
机译:主题创新是将钢绞线安装在H形梁上,以通过在向上施加压缩力的同时将拉力引入H形梁的上游来施加压缩力,从而提高大梁板的承载能力。施加于板坯上的力,以增强承重能力,梁板的平板竖向膨胀装置也用作加强横梁,并利用该梁对板坯的承重能力进行增强。在梁桥中,在水平梁的平板下侧以规则的间隔安装,并在水平梁和水平梁之间设置横梁。横梁表面在安装时要与横梁的两个侧面和平板底面紧密接触,并固定在横梁的两侧,并固定固定横梁加强件,并降低横梁中的下规则间隔加强件,用于将绞线固定在由一对提供的绞线锚固中,因此,但通过安装支撑支架,将横梁支撑在上方并与安装在螺旋千斤顶上的加强件紧密接触地固定到支架顶部和将H形梁安装在与平板的下表面紧密接触的水平梁之间的中心,并用一对螺旋千斤顶锚固并安装连接固定梁平板垂直扩展的连接。加固装置将钢绞线然后安装到安装在底部平板上的H形梁上,将支撑托架安装在旁边将H型钢的底部调整为与下表面紧密接触,然后将横梁Slabs引入到在钢材料下部提供的钢绞线中施加张力,然后通过固定钢绞线将钢绞线固定锚固并拉紧设置在钢绞线锚固中的钢绞线成对安装在引入到拉力上游的H形梁的下部,以增强平板的承载能力。能力增强方法。

著录项

  • 公开/公告号KR200340908Y1

    专利类型

  • 公开/公告日2004-02-11

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030031616U

  • 发明设计人 노윤근;노실근;노옥근;

    申请日2003-10-08

  • 分类号E01D22/00;

  • 国家 KR

  • 入库时间 2022-08-21 22:46:24

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