首页> 外国专利> PREFABRICATED CONCRETE ARCH RIB AND IT'S CONSTRUCTION METHOD

PREFABRICATED CONCRETE ARCH RIB AND IT'S CONSTRUCTION METHOD

机译:预制混凝土拱肋及其施工方法

摘要

It is designed to provide a kind of precast concrete arch rib and its construction method, it can pass through no Construction of Supporting in economical cost by building precast concrete arch rib assembly precast concrete arch blocks, precast concrete arch blocks and small span and above-mentioned large span are constructed, building arch rib is able to bear very big load. In order to achieve the above object, Prefabricated Concrete arch rib according to the present invention includes: multiple precast concrete arch blocks; PS steel is perforated in precast concrete arch blocks through-hole; PS steel is inserted into PS steel through-holes respectively; Apply precast concrete arch blocks that there is scheduled thickness on high-tension fiber bonding layer or steel mesh adhesive layer. In addition, in order to reach the goals above, Prefabricated Concrete arch rib construction method according to the present invention, comprising steps of being mounted on abutment or bridge pier using claims 1 or 2 as defined in PS steel situation precast concrete arch ribs on the casting bed of the concrete prefabricated arch rib of the first Tensing to form the interim assembled state of precast concrete arch rib; The precast concrete arch rib that the steel precast concrete arch rib state of the second Tensing PS temporarily assembles is elevated by crane, to assemble precast concrete arch rib completely; With installation precast concrete arch rib on abutment or bridge pier. ;The 2014 of copyright KIPO submissions
机译:它的目的是提供一种预制混凝土拱肋及其施工方法,通过建造预制混凝土拱肋组件,预制混凝土拱形砌块,预制混凝土拱形砌块以及小跨度及以上的建筑,可以在经济成本上不进行任何支撑施工。提到大跨度的建筑,建筑物的拱肋能够承受很大的载荷。为了实现上述目的,根据本发明的预制混凝土拱肋包括:多个预制混凝土拱形砌块; PS钢穿孔在预制混凝土拱形砌块通孔中; PS钢分别插入PS钢通孔中。在高压纤维粘结层或钢网粘结层上施加预定厚度的预制混凝土拱形块。另外,为了达到上述目的,根据本发明的预制混凝土拱肋的建造方法,包括使用如权利要求1或2所述的在PS钢情况下将预制混凝土拱肋安装在桥墩或桥墩上的步骤。第一预制混凝土预制拱肋的浇铸床,以形成预制混凝土拱肋的临时组装状态;将第二张张拉PS的钢预制混凝土拱肋状态临时组装的预制混凝土拱肋用起重机吊起,以完全组装预制混凝土拱肋;安装后,在桥台或桥墩上预制混凝土拱肋。 ; 2014年版权KIPO提交文件

著录项

  • 公开/公告号KR20140087834A

    专利类型

  • 公开/公告日2014-07-09

    原文格式PDF

  • 申请/专利权人 WOO KYUNG TECH;

    申请/专利号KR20120158545

  • 发明设计人 ROH KYUNG BEOM;ROH U HYEON;

    申请日2012-12-31

  • 分类号E01D4/00;E01D21/00;

  • 国家 KR

  • 入库时间 2022-08-21 15:42:31

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