满足高铁桥梁双重性能需求的新型减震装置研发及力学性能研究

李雪红,孙磊,徐秀丽,王蕊

振动与冲击 ›› 2019, Vol. 38 ›› Issue (15) : 245-251.

PDF(3070 KB)
PDF(3070 KB)
振动与冲击 ›› 2019, Vol. 38 ›› Issue (15) : 245-251.
论文

满足高铁桥梁双重性能需求的新型减震装置研发及力学性能研究

  • 李雪红,孙磊,徐秀丽,王蕊
作者信息 +

Mechanical performance of new isolation device developed to meet  dual-performance requirements of high-speed railway bridge

  • LI Xuehong, SUN Lei, XU Xiuli, WANG Rui
Author information +
文章历史 +

摘要

目前国内外的大多数减震装置只针对普通公路桥梁,不能满足高铁桥梁对高速运行的列车行车安全性和桥梁结构的安全性需求。研发了一种新型耗能减震装置,并进行了低周反复试验和冲击试验。结果表明:该新型装置的滞回曲线饱满光滑,并且随加载循环次数的增加,曲线较为稳定,具有高效稳定的耗能能力;在高速瞬时冲击力作用下,装置的位移值非常小,当冲击力达到310kN时,位移值只有2.115mm,具有非常强的抗冲击能力。装置稳定高效的耗能能力可以满足桥梁结构在地震作用下的安全性,使结构不发生破坏;而强大的抗冲击能力,可保证地震发生瞬间,桥梁结构的整体刚度不发生突变,主梁和轨道不发生较大的横向变形和振动,满足高速运行列车的行车安全性需求。此外,提出了新型装置的阻尼力公式,可为实际工程应用提供理论依据。

Abstract

At present, most of seismic isolation devices at home and abroad are only for ordinary highway bridges, they can not meet safety requirements of high-speed trains and bridge structures.Here, a new type of seismic isolation device was developed, and low cycle repeated tests and impact tests were conducted for it.The results showed that the hysteresis curve of the new device is full and smooth, with increase in loading cycles, the curve is stabler and has the effective and stable abilty of energy-dissipation; the displacement value of the device is very small under the action of high speed transient impact force; when impact force reaches 310 kN, its displacement value is only 2.115 mm, so it has a very strong anti-impact capacity; the stable and effective energy dissipation capacity of the device can meet safety requirements of bridges under earthquake, and make structures not damage; while its strong anti-impact ability can ensure the overall stiffness of a bridge structure without sudden change and the main girder and track without larger transverse deformation and vibration to meet safety requirements of trains running at high speed; the damping force formula of the new device is deduced to provide a theoretical basis for practical engineering applications.

关键词

桥梁工程 / 装置研发 / 试验研究 / 减隔震装置 / 耗能

Key words

Bridge Engineering / Device development / Mechanical model / Seismic isolation device / Energy consumption

引用本文

导出引用
李雪红,孙磊,徐秀丽,王蕊. 满足高铁桥梁双重性能需求的新型减震装置研发及力学性能研究[J]. 振动与冲击, 2019, 38(15): 245-251
LI Xuehong, SUN Lei, XU Xiuli, WANG Rui. Mechanical performance of new isolation device developed to meet  dual-performance requirements of high-speed railway bridge[J]. Journal of Vibration and Shock, 2019, 38(15): 245-251

参考文献

[1] 杨风利. 铁路桥梁减隔震设计方法及设计参数研究[D]. 北京交通大学, 2007.
YANG Feng-li. Study on Design Method and Design Parameters of Seismic Isolation for Railway Bridges [D]. Beijing Jiaotong University, 2007.
[2] 陈克坚, 袁明. 铁路桥梁震害调查及抗震设计有关问题的思考[C]. 汶川大地震工程震害调查分析与研究. 2009.
CHEN Ke-jian, YUAN Ming. Reflection on Earthquake Damage Investigation and Seismic Design of Railway Bridges [C]. Analysis and Study of Earthquake Damage in Wenchuan Earthquake Engineering. 2009.
[3] 武田, 寿一. 構造物の免震・防振・制振[M]. 技報堂出版, 1988.
WU Tian, SHOU YI. Structure of Vibration Isolation and Damping [M]. Technical Newspaper Published, 1988.
[4] Cardone D, Dolce M, Gesualdi G. Lateral force distributions for the linear static analysis of base-isolated buildings[J]. Bulletin of Earthquake Engineering, 2009, 7(3):801-834.
[5] Iemura H, Taghikhany T, Jain S K. Optimum Design of Resilient Sliding Isolation System for Seismic Protection of Equipments[J]. Bulletin of Earthquake Engineering, 2007, 5(1):85-103.
[6] 黄艳, 阎贵平, 鞠彦忠. 采用减隔震支座提高桥梁结构的安全性[J]. 中国安全科学学报, 2002, 12(5):71.
HUANG Yan, YAN Gui-ping, JU Yan-zhong.Improving the Safety of Bridge Structure by Reducing Isolation Bearing[J]. Chinese Journal of Safety Science 2002, 12(5):71.
[7] 范立础, 王志强. 桥梁减隔震设计[M]. 人民交通出版社, 2001.
FAN Li-chu, WANG Zhi-qiang. Bridge Isolation Design [M]. People's Transportation Press, 2001.
[8] 谢旭. 桥梁结构地震响应分析与抗震设计[M]. 人民交通出版社, 2006.
XIE Xu. Seismic Response Analysis and Seismic Design of Bridge Structure [M]. People's Transportation Press, 2006.
[9] 范立础, 王志强. 我国桥梁隔震技术的应用[J]. 振动工程学报, 1999(2):173-181
FAN Li-chu, WANG Zhi-qiang. The Application of Bridge Isolation Technology in China [J]. Journal of Vibration Engineering, 1999 (2): 173-181
[10] 陈永祁.桥梁工程液体黏滞阻尼器设计与施工[M]. 北京:中国铁道出版社,2012.
CHEN Yong-qi. Design and Construction of Liquid Viscous Dampers in Bridge Engineering [M]. Beijing: China Railway Press, 2012.
[11] Constantinou M C, Whittaker A S, Kalpakidis Y, Fenz D M, Warn G P. 桥梁地震保护系统[M]. 陈永祁,马良喆译. 北京:中国铁道出版社, 2012.
Constantinou M C, Whittaker A S, Kalpakidis Y, Fenz D M, Warn G P.Bridge Seismic Protection System[M]. CHEN Yong-qi, MA Liang-zhe Translation. Beijing: China Railway Press, 2012.
[12] 社团法人日本隔震结构协会. 被动减震结构设计施工手册[M]. 北京: 中国建筑工业出版社,2008.
Association of Japanese Earthquake Isolation Structures. Passive Damping Structure Design and Construction Manual[M]. Beijing: China Construction Industry Press, 2008.
[13] 周云.粘滞阻尼减震结构设计[M]. 武汉: 武汉理工大学出版社, 2006.
ZHOU Yun. Design of Viscous Damping Structure Design [M]. Wuhan: Wuhan University of Technology Press, 2006.
[14] 王维凝. 粘滞阻尼器速度指数及工程应用研究[D]. 北京工业大学, 2009
WANG Wei-ning. Velocity Index and Engineering Application of Viscous Dampers [D]. Beijing University of Technology, 2009
[15] Arima F, Miyazaki M, Y Kidata, et al. A study on buildings with large damping using viscous damping walls[C].Proc. of First East Asia Pacific Conference, 1986:1882-1891.

PDF(3070 KB)

311

Accesses

0

Citation

Detail

段落导航
相关文章

/