• 综合性科技类中文核心期刊
    • 中国科技论文统计源期刊
    • 中国科学引文数据库来源期刊
    • 中国学术期刊文摘数据库(核心版)来源期刊
    • 中国学术期刊综合评价数据库来源期刊
ZHUANG Xue-zhen, ZHOU Fu-lin, SHEN Chao-yong, JIN Jian-min. Research on Temperature Dependence and Aging Rigidity of 600 Laminated Steel-plate-laminated-rubber-bearing Isolation Bearings for Building[J]. Journal of Beijing University of Technology, 2011, 37(7): 993-999. DOI: 10.3969/j.issn.0254-0037.2011.07.006
Citation: ZHUANG Xue-zhen, ZHOU Fu-lin, SHEN Chao-yong, JIN Jian-min. Research on Temperature Dependence and Aging Rigidity of 600 Laminated Steel-plate-laminated-rubber-bearing Isolation Bearings for Building[J]. Journal of Beijing University of Technology, 2011, 37(7): 993-999. DOI: 10.3969/j.issn.0254-0037.2011.07.006

Research on Temperature Dependence and Aging Rigidity of 600 Laminated Steel-plate-laminated-rubber-bearing Isolation Bearings for Building

More Information
  • Received Date: June 21, 2009
  • Available Online: November 18, 2022
  • In this research,the temperature dependence of laminated rubber damping bearing with temperature from -20 ℃ to +40 ℃ are tested for 600 laminated rubber damping bearing.With the temperature of 100 ℃ from 240 to 336 hours,in front and behind aging and 120 times recycled pressurization of laminated rubber damping bearing are compared by property.It is proved that the temperature influence laminated rubber damping bearing with damping ratio and horizontal and vertical stiffness.Its' aging tests are attained to 60 years with the temperature of 20 ℃,providing foundation for isolators technique using in the field of architecture.
  • [1]
    刘文光,周福霖,庄学真,等.大直径夹层橡胶隔震装置力学性能试验研究[J].世界地震工程,1999,15(1):62-68.LIU Wen-guang,ZHOU Fu-lin,ZHUANG Xue-zhen,et al.Research on mechancal characteristics of laminated rubberbearings[J].World Information on Earthquake Engineering,1999,15(1):62-68.(in Chinese)
    [2]
    张荫,姚谦峰.自阻尼叠层橡胶隔震支座阻尼特性及恢复力模型[J].西安建筑科技大学学报:自然科学版,2003,35(2):120-126.ZHANG Yin,YAO Qian-feng.Damping characteristic and f0rce—rest0ring model of self-damping laminated rubber isolationbearing[J].Journal of Xi an University of Architecture&Technology:Natural Science Edition,2003,35(2):120-126.(inChinese)
    [3]
    庄学真,周福霖,冯德民,等.1200型大直径建筑叠层铅芯橡胶隔震支座性能研究[J].西安建筑科技大学学报:自然科学版,2008,40(3):368-375.ZHUANG Xue-zhen,ZHOU Fu-lin,FENG De-min,et al.Research on mechanical characteristics of 1200 laminated leadsteel-plate-laminated-rubber-bearing isolation bearings for building[J].Journal of Xi an University of Architecture&Technology:Natural Science Edition,2008,40(3):368-375.(in Chinese)
    [4]
    李慧,杜永峰,狄生奎,等.叠层橡胶隔震支座的低温往复试验及等效阻尼比推算[J].兰州理工大学学报,2006,32(5):116-119.LI Hui,DUYong-feng,DI Sheng-kui,et al Cyclic test of laminated rubber damping bearing at lowtemperature and calculationof equivalent viscous damping ratio[J].Journal of Lanzhou University of Technology,2006,32(5):116-119.(in Chinese)
    [5]
    刘文光,杨巧蓉,周福霖.建筑用铅芯橡胶隔震支座温度性能研究[J].世界地震工程,2003,19(2):39-44.LIU Wen-guang,YANG Qiao-rong,ZHOU Fu-lin.Temperature properties of lead rubber bearings for building[J].WorldInformation on Earthquake Engineering,2003,19(2):39-44.(in Chinese)
    [6]
    周福霖.工程结构减震控制[M].北京:地震出版社,1997:59-71.
    [7]
    日本免震构造协会.隔震结构入门[M].北京:OHM出版社,1998:54-72.
    [8]
    中华人民共和国国家质量监督检验检疫总局.GB 20688.3—2006,中华人民共和国国家标准[S].北京:中国标准出版社,2006.

Catalog

    Article views (16) PDF downloads (8) Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return