首页> 外国专利> APPARATUS FOR INTRODUCING COMPRESSIVE FORCE IN FABRICATED STEEL-FRAME TRUSS BRIDGE AND METHOD FOR INTRODUCING COMPRESSIVE FORCE USING THE APPARATUS

APPARATUS FOR INTRODUCING COMPRESSIVE FORCE IN FABRICATED STEEL-FRAME TRUSS BRIDGE AND METHOD FOR INTRODUCING COMPRESSIVE FORCE USING THE APPARATUS

机译:在制成的钢框架桁架桥中引入压缩力的装置以及使用该装置引入压缩力的方法

摘要

Harbour or hypothetical event of the present invention are tied jail with a prefabricated steel and make to assume that tempering introduces that the compression device one that is installed in and is distributed evenly in the lower theory of prefabricated steel truss-type bridges is ginjangryeok small to be related to a kind of method for being used for upstream and introducing the compression of prefabricated steel truss-type bridges by the way that a pulling force to be applied to PS at this by creating to be constructed on the device that is mounted on a prefabricated steel truss-type bridges using steel or I-beam gyojwa of a steel truss structure. ;Interconnection of the prefabricated steel truss-type bridges with a upper mold and at regular intervals passes through the installation that steel truss structure a pair of upper and lower mould is installed between lower mold sajae, a wherein crossbeam a pair of by using interconnection, steel truss structure is mounted, a pair of of steel truss sajae is installed in the sum in bridge structure and road surface by will meet the road surface road surface and soil of bridge from side the form or slab bokgongpan mono- that is connected to each other, it establishes as installation prefabricated steel truss-type bridges assuming that the old bridge harbour of installation or hypothesis on exhaust outlet arrive the installation of bridge;Compress access device,What prefabricated steel tied that firm theory casts anchor that lower between and lower mold is mounted on is again and again that depositing support support host brackets to each end installation crossbeam and lower mold in support bracket fastened installation host majority in both sides,So that triangle has difference in terms of the part to cross one another,Wherein each secondary seal,Installation,But the mounting and fixing bracket for being installed in and installing in lower mold in pairs is cast anchor at regular intervals,Installation site includes a pair,It has each fixation bracket to host at regular intervals and is mounted on installation,It is casting anchor for multiple combined intervals that bird, which leaves prefabricated steel and ties the theory lower dead center of firm mould,,It is mounted on installation supplement between lower mold and fixed bracket,Bird, which combines, supports the lower tensioning of the fixed bracket of secondary seal to connect with installation supporting element,But bird, which combines the support bracket fastened installation position of secondary seal to be installed in secondary seal and fix bracket, to be installed in the firm theory of middle prefabricated steel bundle in center inside.
机译:本发明的港口或假设事件是用预制钢绑在监狱里的,并假设回火引入了安装在预制钢桁架式桥梁的下部理论中并均匀分布的压缩装置,其ginjangryeok较小,本发明涉及一种用于上游并通过对预制钢桁架式桥梁进行压缩的方法,通过在此基础上将拉力施加到PS上来构造预制的钢桁架式桥梁,从而将其安装在安装在设备上的装置上。预制的钢桁架式桥梁,使用钢或钢桁架结构的工字钢Gyojwa。 ;预制钢桁架式桥梁与上模的互连,并有规律地通过钢桁架结构,在下模头之间安装一对上下模,其中横梁通过互连相互成对,安装钢桁架结构,在桥结构和路面的总和中安装一对钢桁架sajae,以从侧面与桥的路面或桥面相接的方式将公路路面和桥土连接到每个另外,它假定旧的安装港口或排气口上的假说到达了桥梁的安装位置,从而将其安装为预制的钢桁架式桥梁;压紧装置,牢固理论系住的预制钢绑在下部和下部模具之间的锚一次又一次地将支撑支架主机支架放置在每个端部安装横梁和下部模具中rt支架在两侧固定了安装主体的大部分,因此三角形在相互交叉的部分方面有差异,其中每个二次密封,安装,但成对安装在下部模具中的安装​​和固定支架是成对的固定间隔的铸锚,安装地点包括一对,每个固定支架均以固定间隔承载并安装在安装中,多个固定间隔的铸锚是鸟,它离开了预制钢并与理论下止点连接牢固的模具,安装在下部模具和固定支架之间的安装附件上,Bird结合,支撑次级密封固定支架的下部张紧与安装支撑元件连接,而Bird,结合固定的支撑支架要安装在辅助密封件和固定支架中的辅助密封件的安装位置,要按照中间预制的牢固理论进行安装ed钢束位于内部中心。

著录项

  • 公开/公告号KR20060008024A

    专利类型

  • 公开/公告日2006-01-26

    原文格式PDF

  • 申请/专利权人 NO YUN KEUN;

    申请/专利号KR20040057677

  • 发明设计人 NO YUN KEUN;

    申请日2004-07-23

  • 分类号E01D22/00;

  • 国家 KR

  • 入库时间 2022-08-21 21:26:46

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