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Main Girder Deflection retarder

机译:主梁挠度缓速器

摘要

PROBLEM TO BE SOLVED: To realize a girder deflection reduction device capable of reducing girder deflection of its bridge girder in response to a change in acting force to the bridge girder.SOLUTION: A girder deflection reduction device 100 reduces girder deflection of a bridge girder 20, by changing a height position of an end part 31 of a net-like member 30 by a height adjustment mechanism part 40, when the girder deflection of the bridge girder 20 increases by changing acting force to the bridge girder 20 from a traveling railroad, since the bridge girder 20 can be made not to cause natural vibration by the acting force from the traveling railroad, by adjusting a vertical spring constant Kv for supporting the bridge girder 20 by the net-like member 30 to a suitable value, by changing the height position of the end part 31 of the net-like member 30 by the height adjustment mechanism part 40.SELECTED DRAWING: Figure 1
机译:解决的问题:实现一种能够减小桥梁变形的装置,该梁变形装置能够响应于施加到桥梁的作用力的变化而减小其桥梁的梁变形。解决方案:梁变形减少装置100减小桥梁20的梁变形。当通过高度调节机构部40改变网状构件30的端部31的高度位置时,通过改变从行驶中的铁路对桥梁梁20的作用力来增加桥梁梁20的梁挠度时,由于通过使来自行进铁路的作用力使桥梁20不引起自然振动,因此通过将网状构件30支撑桥梁20的垂直弹性常数Kv调整为适当的值,从而能够使桥梁20不产生自然振动。通过高度调节机构部分40将网状部件30的端部31的高度位置。图1

著录项

  • 公开/公告号JP6467282B2

    专利类型

  • 公开/公告日2019-02-13

    原文格式PDF

  • 申请/专利权人 東日本旅客鉄道株式会社;

    申请/专利号JP20150096178

  • 发明设计人 小林 薫;

    申请日2015-05-11

  • 分类号E01D22;E01D19/12;

  • 国家 JP

  • 入库时间 2022-08-21 12:19:04

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