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JP2011117145A Method for attaching viscoelastic damper, and building 有权
标题翻译：连接粘弹阻尼器和建筑物的方法
公开(公告)号：JP2011117145A
公开(公告)日：2011-06-16
申请号：JP2009273740
申请日：2009-12-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAKAYAMA NAOYUKI , SHIMIZU HITOSHI , UNE HIROSHI , UEDA HIROYUKI , YAMAMOTO SHUNJI , SAKAI MOTOMU , TAKADA YASUAKI , YUDE TOSHIAKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for attaching a viscoelastic damper, which can reduce a fluctuation in clearance while suppressing a deterioration in the performance of the viscoelastic damper. SOLUTION: Ends of an upper steel-frame beam 22 are welded to steel-frame columns 18 and 20 in a state in which the upper steel-frame beam 22 and a corrugated steel plate earthquake-resisting wall 14 are coupled together by means of a temporary member 68, respectively. In other words, the ends of the upper steel-frame beam 22 are welded to the steel-frame columns 18 and 20 in the state in which the upper steel-frame beam 22 and the corrugated steel plate earthquake-resisting wall 14 are coupled together by means of the temporary member 68 in place of the viscoelastic damper 16, respectively. After that, the temporary member 68 is removed, and the viscoelastic damper 16 is attached between the upper steel-frame beam 22 and the corrugated steel plate earthquake-resisting wall 14. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决问题的方案：提供一种连接粘弹性阻尼器的方法，该方法能够抑制粘弹性阻尼器性能的劣化，同时可以减少间隙的波动。解决方案：上钢架梁22的端部在钢框架梁22和波纹钢板抗震壁14通过以下方式联接在一起的状态下焊接到钢框架柱18和20上：临时构件68的装置。换句话说，在上钢框架梁22和波纹钢板抗震壁14联接在一起的状态下，上钢框梁22的端部焊接到钢框架柱18和20 通过临时构件68分别代替粘弹性阻尼器16。之后，取下临时构件68，将粘弹性阻尼器16安装在上钢框梁22和波纹钢板抗震墙14之间。版权所有（C）2011，JPO＆INPIT

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