首页> 外国专利> INSTALLATION METHOD OF BRIDGE GIRDER AND BEARING AND BRIDGE GIRDER USED THEREFOR AND BRIDGE LAID BY THIS METHOD

INSTALLATION METHOD OF BRIDGE GIRDER AND BEARING AND BRIDGE GIRDER USED THEREFOR AND BRIDGE LAID BY THIS METHOD

机译:安装桥架和轴承的方法以及使用该桥架和桥架的桥架方法

摘要

PROBLEM TO BE SOLVED: To provide an installation method of a bridge girder which allows a little horizontal deflection of a bearing after installation of the bridge girder by making use of the horizontal flexibility of the bearing and easily carries out the positional adjustment of the bearing and the bridge gireder and further, which can shorten the installation period and remarkably reduce the cost. ;SOLUTION: A flexible aseismic base isolation bearing 6 is fixed to a bridge pier 2 at the underface 22 side thereof and the bridge pier 7 having a recess 35 at the underface is arranged on the aseismic base isolation bearing 6. And one end side 34 of a shearing key 8 projecting from the upper face 26 of the aseismic base isolation bearing 6 is arranged so as to nearly face the recess 35 of the bridge girder 7 and the bridge girder 7 arranged above the aseismic base isolation bearing 6 is lowered and the underface of the bridge girder 7 is arranged on the upper face 26 of the aseismic base isolation bearing 6.;COPYRIGHT: (C)1998,JPO
机译:解决的问题:提供一种桥梁的安装方法,该方法通过利用轴承的水平挠性在安装桥梁之后允许轴承的水平偏斜很小,并且易于进行轴承和而且,可以缩短安装周期并显着降低成本。 ;解决方案:挠性抗震基础隔离轴承6固定在桥墩2的底面22侧,并且在底面具有凹槽35的桥墩7布置在抗震基础隔离轴承6上。一端侧34从抗震基础隔离轴承6的上表面26突出的剪切键8的布置成几乎面对桥梁7的凹部35,并且布置在抗震基础隔离轴承6上方的桥梁7被降低,并且桥梁7的下表面布置在抗震基础隔震支座6的上表面26上。版权所有:(C)1998,JPO

著录项

  • 公开/公告号JPH10280330A

    专利类型

  • 公开/公告日1998-10-20

    原文格式PDF

  • 申请/专利权人 OILES IND CO LTD;

    申请/专利号JP19970103807

  • 发明设计人 MAKIGUCHI YUTAKA;KAWAHARA SOICHIRO;

    申请日1997-04-07

  • 分类号E01D21/00;E01D19/04;

  • 国家 JP

  • 入库时间 2022-08-22 03:08:13

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