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VIBRATION CONTROL DAMPER AND VIBRATION CONTROL FRAME STRUCTURE

机译:振动控制阻尼器和振动控制框架结构

摘要

PROBLEM TO BE SOLVED: To efficiently input displacement in excitation time by securing rigidity of extension wood even when a damper of a thin thickness is installed in a frame of a framework wall construction method.;SOLUTION: A vibration control damper 10 is composed of a straight line-shaped damper 11 installed in a base shape in a frame 2 of a framework wall construction method and extension woods 12 and 12 joined in an extension shape to the damper 11, and the damper 11 comprises a damper body part, a connection part 18 and a connection plate 21 with the extension wood 12 provided in its end part, and a thickness T of the damper body part is set to the depth or less of a cutout part 8 of an inner frame 6, on the one hand, the extension wood 12 is set larger than a thickness T of the damper body part in a thickness T2 of the body part, and is joined to the connection part 18 and the connection plate 21 in a state of protruding the body part of the extension wood 12 more than the damper body part.;SELECTED DRAWING: Figure 1;COPYRIGHT: (C)2018,JPO&INPIT
机译:要解决的问题:即使在框架墙构造方法的框架中安装了厚度较薄的阻尼器时,也可以通过确保延伸木材的刚性来有效地输入激励时间的位移。解决方案:振动控制阻尼器10由以下部件组成:以基本形状安装在框架壁构造方法的框架2中的直线形减震器11以及以延伸形状连接至减震器11的延伸木12和12,该减震器11包括减震器主体部,连接部。一方面,如图18所示,阻尼器主体部分的厚度T设置在内部框架6的切口部分8的深度或更小处,阻尼器主体部分的厚度T设置为在内部框架6的切口部分8的深度或更小。延伸木12被设定为比阻尼器主体部的厚度T大,并且在主体部的厚度T2中延伸,并且在延伸木12的主体部突出的状态下接合于连接部18和连接板21。不止是机身部分;选定的图纸:图1;版权:(C)2018,JPO&INPIT

著录项

  • 公开/公告号JP2018035581A

    专利类型

  • 公开/公告日2018-03-08

    原文格式PDF

  • 申请/专利权人 SUMITOMO RIKO CO LTD;

    申请/专利号JP20160169689

  • 申请日2016-08-31

  • 分类号E04H9/02;F16F15/02;

  • 国家 JP

  • 入库时间 2022-08-21 13:09:53

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