首页> 外国专利> continuous structure system type precast prestressed concrete single slab girder bridge connecting and supporting the same bridge with one point supporting structure or strongly coupled integrated structure

continuous structure system type precast prestressed concrete single slab girder bridge connecting and supporting the same bridge with one point supporting structure or strongly coupled integrated structure

机译:连续结构系统类型的预制预应力混凝土单板梁桥,通过单点支撑结构或强耦合集成结构连接和支撑同一桥

摘要

The subject innovation is produced the bottom plate a to the slab in the upper flange integral with the girder tension the primary liner in Chapter produce girders consisting of the stomach and the bottom flange fixing precast PSC single slab girder, said precast PSC single slab girders a shift and subsequently, and subsequently installed connecting the girders the girder corner angle the bridge fittings and ganggyeol while mounted between piers, and connect the intervals between the girder and the bonding ganggyeol reinforced active prevention system by cast-in-place high strength concrete, and then , in the second continuous justify the slab plans ground floor a steel wire to tension and fixing to a building in cross-continuous structural system, and then, alternately, and the supporting structure for the said girder sequencing from the pier 1 point, or with the girder and the girder and the girder by installing a pier or abutment with ganggyeol integrally continuous structure having a Multi-free boundary conditions ganggyeol integrally cast structure PSC One way to build a slab girder and to the precast PSC to produce a single slab girder in a formal precast, dies for fabrication of the girder is to apply such cross-section changes in the location, square change position, the curvature change position introducing the hinge system and the removable clamp and the ever position adjustment of the support, and the altitude change is possible in jack connected to a support for supporting the formwork, which also produced a standardized formwork excellent only and sanctuary St. applicable section It relates how.
机译:本发明的创新是在上凸缘中的平板的底板a上产生与大梁张力成一体的结构,本章中的主衬板生产由腹部和底部法兰固定的预制PSC单板大梁组成的大梁,所述预制PSC单板大梁a移动并随后移动,随后安装,将大梁转角安装在桥墩之间,将桥梁配件和钢绞线连接到大梁角上,并通过现浇高强度混凝土连接大梁和粘结的钢绞线增强主动预防系统之间的间隔,以及然后,在第二个连续对齐中,楼板计划一楼的钢丝以张紧并固定在交叉连续结构系统中的建筑物上,然后交替地从桥墩1点开始为所述梁排序的支撑结构,或通过安装带有gygyeol的整体连续结构的墩或桥墩来与大梁,大梁和大梁连接多自由边界条件ganggyeol整体铸造结构PSC一种建造板坯梁的方法,也可以预制PSC以在正式的预制件中生产单个板坯梁的方法。位置,正方形变化位置,引入铰链系统和可移动夹具的曲率变化位置以及支架的位置调整,并且可以在连接到用于支撑模板的支架的千斤顶中进行高度变化,这也产生了标准化模板优秀只和圣所圣适用部分它与如何相关。

著录项

  • 公开/公告号KR200394787Y1

    专利类型

  • 公开/公告日2005-09-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050012097U

  • 发明设计人 홍석희;

    申请日2005-04-29

  • 分类号E01D2/00;

  • 国家 KR

  • 入库时间 2022-08-21 22:02:49

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