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Manner null of elastic bearing device and its installation for bridge

机译:弹性支承装置的方式及桥梁安装

摘要

PROBLEM TO BE SOLVED: To enable a girder to be supported in all horizontal directions in a cushioning condition without restricting the deformation of an elastic supporting body longitudinally or laterally even if a strong earthquake acts on it. ;SOLUTION: This supporting device is provided with an elastic supporting body between a lower supporting member fixed to a lower structure and an upper supporting member fixed to an upper structure. In this case, a retaining member 6 is provided on the lower supporting member or on a lower plate 18 fixed to the lower supporting member in a detachable manner. The upper supporting member or an upper plate 39 fixed to the upper supporting member is provided with a retaining member inserting recess having a gap 56 into which the retaining member 6 can be inserted. A stopper 9 is intervened in a gap 56 in a detachable manner with the elastic supporting body in a pre-shear deformed condition.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:即使在强地震作用下,也能使梁在缓冲状态下在所有水平方向上得到支撑,而不会限制弹性支撑体的纵向或横向变形。 ;解决方案:此支撑装置在固定于下部结构的下部支撑构件与固定于上部结构的上部支撑构件之间设有弹性支撑体。在这种情况下,保持构件6设置在下支撑构件上或以可拆卸的方式固定到下支撑构件的下板18上。上支撑构件或固定在上支撑构件上的上板39设置有保持构件插入凹槽,该保持构件插入凹槽具有间隙56,保持构件6可以插入其中。在弹性剪切体处于预剪切变形的状态下,塞子9以可拆卸的方式插入间隙56中。版权所有:(C)1998,JPO

著录项

  • 公开/公告号JP3212081B2

    专利类型

  • 公开/公告日2001-09-25

    原文格式PDF

  • 申请/专利权人 株式会社カイモン;

    申请/专利号JP19960340450

  • 发明设计人 今井 隆;合田 裕一;

    申请日1996-12-06

  • 分类号E01D19/04;

  • 国家 JP

  • 入库时间 2022-08-22 01:35:14

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