首页> 外国专利> Prestressed composite beam bridge unit and construction method of prestressed composite beam bridge using the bridge unit

Prestressed composite beam bridge unit and construction method of prestressed composite beam bridge using the bridge unit

机译:预应力组合梁桥单元及采用该单元的预应力组合梁桥的施工方法

摘要

present invention is H-shaped steel bottom flange of the lower casing prestressed concrete poured by the fabricated composite beam Contractors installing it on the ground next to each other after assembly dismissed and the old bridge connecting the upper slab and pour the curing unit to form a prestressed composite beam bridge assembly, and then install it to the pier and the prestressed composite beam bridge abutment on the prestressed composite beam relates to. ; Shear plate installed to form a given inner end cross beam welding the front end surface of the side end portions of the H-shaped steel, and casting the concrete, while the action of the lower casing of the downstream load reflection profile Curing to form the rest Priest composite beams and installed for each unit on the upper flange raise a certain distance inward from both ends of the prestressed composite beam bolt connections installed vertically in the abdomen and then into the inner end of both ends of the prestressed composite beam shear while maintaining the lateral plate installed at regular intervals in resistance welding a plurality of bending moment resistance plate, adjacent to the shear resistance plate provided on the abdomen to the inside of both ends of the prestressed composite beam and bending moment resistance provided by the H-shaped steel plate and In the shear resistance plate and connected to each other and resist bending moments and plate steel H-shaped portion that is connected to each other by synapses install the connection plate into the second and then install the bolts connecting one end cross beam using high-strength bolts and the prestressed Reinforced where you can bolt holes in the upper flange connecting bolts to connect the ground to a certain distance inside the side end portions of the composite beam is attached by installing an impressive support this impression formed a plurality of holes formed in the central portion of the support plate to meet each other, raise the support and the support plate The left side of the abdomen between the stomach and the upper flange reinforcement piece to meet part of the lifting device is installed in an impressive device installed on both sides, while each of at least a plurality installed on the upper ground plan of the hike over each of a plurality of installation and support, Second-hand teeth and bridges installed at the upper assembly to cure a unit of prestressed composite beam bridge, and then pour the slab, making assembly for installation of bridge impression produced by the wire for prestressed impression devices installed on the unit by using a composite beam bridge crane After impressive piers and prestressed composite beam will mount the unit on the bridge to replace the target to complete the installation of prestressed composite beam forming a bridge laid over the asphalt road connecting the assembly after installing railings and bridges the upper slab with each other.
机译:本发明是下部壳体预应力混凝土的H形钢制底部凸缘,由装配好的复合梁承包商浇筑而成,装配后解散,承包者将其安装在地面上并彼此相邻,旧桥连接上部板并倒入固化单元以形成一个预应力复合梁桥组件,然后将其安装到墩台上,而预应力复合梁桥基与预应力复合梁有关。 ;剪力板安装成形成给定的内端横梁,焊接H形钢的侧端部的前端面,并浇铸混凝土,同时下壳体的作用在下游载荷反射轮廓上固化以形成固定在上部法兰上的每个单元上安装的Priest复合梁从垂直安装在腹部的预应力复合梁螺栓连接的两端向内增加一定距离,然后进入预应力复合梁剪切的两端的内端,同时保持侧板以一定间隔安装在电阻焊接中的多个抗弯矩板,与设置在腹部的抗剪板相邻,位于预应力复合梁两端的内侧,由H型钢提供抗弯矩板和在抗剪板上相互连接并抵抗弯矩和板钢的H形部分通过突触相互连接的n将连接板安装到第二个中,然后使用高强度螺栓和预应力钢筋安装用于连接一端横梁的螺栓,您可以在上法兰的螺栓孔中连接地面以连接地面通过安装一个印象深刻的支持者,在复合梁的侧端部内固定一定距离,该印象在支持者的中央部分形成了多个孔,以彼此相遇,从而提升支持者和支持者。腹部的上腹部和上凸缘加强件之间的一部分,以满足举升装置的一部分,安装在两侧安装的令人印象深刻的装置中,而至少多个安装在每个上方的平面图上多个安装和支撑,在上部组件上安装了二手齿和桥,以固化预应力组合梁桥单元e,然后倒入平板,通过使用复合梁桥式起重机,将用于安装在单元上的预应力压模设备的钢丝生产的桥压模组件安装到位,组装完令人印象深刻的墩和预应力复合梁后,将单元安装在桥上以进行更换目标是完成预应力复合梁的安装,形成安装在栏杆上的沥青路面,该沥青路面将组件连接起来,并在上部平板之间架起桥梁。

著录项

  • 公开/公告号KR100584869B1

    专利类型

  • 公开/公告日2006-06-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030061633

  • 发明设计人 천진욱;서동영;

    申请日2003-09-04

  • 分类号E01D2/00;

  • 国家 KR

  • 入库时间 2022-08-21 21:23:44

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