地铁浮置板轨道结构隔振研究进展
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摘要
从地铁轮轨之间的相互作用分析了激振源以及激振力表达模型和施加方式,在阐述浮置板轨道隔振原理、分析橡胶支承浮置板和钢弹簧支承浮置板基本结构的基础上,剖析了基于集总参数模型、连续弹性支承模型、连续弹性点支承模型的浮置板轨道隔振系统动力学建模方法。从动力学性能、模态分析、隔振性能3个方面阐明了浮置板轨道的动态响应性能。针对浮置板轨道隔振存在的主要问题,指出基于可调刚度、阻尼的隔振器参数优化与(半)主动隔振控制技术是其发展的方向。
The excitation induced by the interactions of wheels and subway tracks was discussed.Also,its models and applied methods were depicted.After the introducing of the principle of isolation for floating slab track(FST) and displaying of the structures of FST supported with elastomer and spring,the models of FST,including lumped parameter model,continuous model and discrete model,were demonstrated.Then the dynamic performance,modal analysis and effectiveness of isolation for FST were showed.In order to solve the main isolation problems of FST,the parameter optimization for stiffness and damping constant as well as the semi-active vibration isolation technology or active vibration isolation technology were considered to be the development trend.
The excitation induced by the interactions of wheels and subway tracks was discussed.Also,its models and applied methods were depicted.After the introducing of the principle of isolation for floating slab track(FST) and displaying of the structures of FST supported with elastomer and spring,the models of FST,including lumped parameter model,continuous model and discrete model,were demonstrated.Then the dynamic performance,modal analysis and effectiveness of isolation for FST were showed.In order to solve the main isolation problems of FST,the parameter optimization for stiffness and damping constant as well as the semi-active vibration isolation technology or active vibration isolation technology were considered to be the development trend.
引文
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[9]Hussein M F M,Hunt H E M.Modelling of floating-slab trackswith continuous slabs under oscillating moving loads[J].Jour-nal of Sound and Vibration,2006,297(1-2):37～54
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[14]刘洪瑞,邹锦华,王荣辉.轨道交通橡胶浮置板式轨道结构动力设计参数研究[J].铁道科学与工程学报,2009,6(2)
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[16]高世兵.钢弹簧浮置板减振轨道在城市地铁中的应用[J].铁道工程学报,2008,(3):88～91
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[19]丁德云,刘维宁,张宝才等.特殊浮置板轨道隔振效果的三维数值研究[J].铁道学报,2009,31(6):58～62
[20]李俊岭,徐鹏,翟婉明等.钢弹簧浮置板轨道支点力动力特性分析[J].铁道建筑,2011,(1):106～109
[21]向俊,王阳,赫丹等.城市轨道交通列车-浮置板式轨道系统竖向振动模型[J].中南大学学报,2008,39(3):596～601
[22]邹锦华,王荣辉,魏德敏.橡胶浮置板无砟轨道过渡段动力学性能分析[J].铁道建筑,2010,(3):82～85
[23]Yuan J,et al.Low-frequency vibration isolation performance offloating slab track system[A].2008 International Workshopon Modelling,Simulation and Optimization[C],2008
[24]梅早临,王娜,陈俭琳.振动模态分析在浮置板轨道结构上的应用[J].铁道标准设计,2004,(11):5～7
[25]丁德云,刘维宁,张宝才等.浮置板轨道的模态分析[J].铁道学报,2008,30(3):61～64
[26]Yuan J,Meng Z B,Wu M Z,Song L.Dispersive characteristicsanalysis and vibration isolation simulation of floating slab tracksystem[A].2008 International Workshop on Modelling,Simulation and Optimization[C],2008
[27]王炯,吴天行.浮置板轨道隔振性能研究[J].上海交通大学学报,2007,41(6):1021～1025
[28]Kuo C M,Huang C H,Chen Y Y.Vibration characteristics offloating slab track[J].Journal of Sound and Vibration,2008,317:1017～1034
[29]李增光,吴天行.浮置板轨道动柔度计算方法及隔振性能研究[J].振动工程学报,2007,20(3):207～212
[30]Gupta S,Degrande G.Modelling of continuous and discontinuousfloating slab tracks in a tunnel using a periodic approach[J].Journal of Sound and Vibration,2010,329(8):1101～1125
[31]谷爱军,张洪亮.钢弹簧浮置板轨道结构在不同频段的隔振效率[J].噪声与振动控制,2009,39(1):39～41
[32]丁德云,刘维宁,李克飞等.钢弹簧浮置板轨道参数研究[J].中国铁道科学,2011,32(1):30～35
[33]Hussein M F M,Hunt H E M.An insertion loss model for evalu-ating the performance of floatin-slab track for underground railway tunnels[A].Tenth International Congress on Sound andVibration[C],2003
[34]马莉,宣言,马筠等.地铁隧道不同轨道结构形式对建筑物减振的仿真分析[J].铁道建筑,2011,(1):110～113
[35]Lombaert G,Degrande G,Vanhauwere B,Vandeborght B,Francois S.The control of ground-borne vibrations from railwaytraffic by means of continuous floating slabs[J].Journal ofSound and Vibration,2006,(297):946～961
[36]孙晓静,刘维宁,翟辉等.钢弹簧浮置板低频隔振性能的研究[A].2005全国博士生学术论坛[C],2005
[37]李锐,陈伟民,廖昌荣等.基于磁流变技术的发动机隔振控制[J].机械工程学报,2009,45(3):183～190
[38]Kallio M,Lindroos T,Aalto S,et al.Dynamic compression tes-ting of a tunable spring element con-sisting of a magnetorheologi-cal elastomer[J].Smart Materials and Structures,2007,16
[39]李锐,陈伟明,余淼等.汽车磁流变悬架垂直振动控制与试验研究[J].中国机械工程,2008,17:2132～2138
[40]李锐,陈伟民,廖昌荣等.发动机磁流变悬置隔振模糊控制与仿真[J].系统仿真学报,2009,21(4):944～953
[41]Li R,Chen W M,Liao C R.Hierarchical fuzzy control for en-gine isolation via magnetorheological fluid mounts[J].Proceed-ings of the Institution of Mechanical Engineers,Part D:Journal of Automobile Engineering,2010,224(2),175～187
[42]Li R,Chen W M,Liao C R,Dong X M.Fuzzy hybrid control ofvibration attitude of full car via magneto-rheological suspensions[J].Chinese Journal of Mechanical Engineering,2010,23(1)
[43]姚静静等.非离子表面活性剂修饰对磁流变弹性体磁流变效应的影响[J].中国科学技术大学学报,2008,38(6):609～613
[44]Li R,Chen W M,Liao C R,Zhang H H.A hierarchical control-ler for the vibration of an automo-tive suspension system via mag-netorheological dampers[J].Proceedings of the Institution ofMechanical Engineers,Part D:Journal of Automobile Engi-neering,2009,223(10):1327～1340
[45]刘剑林,魏民祥,邵金菊等.磁流变阻尼器模糊控制的遗传算法优化[J].机械科学与技术,2008,27(2):171～175
[2]崔高航,陶夏新,陈宪麦.城轨交通引起的环境振动问题综述研究[J].地震工程与工程振动,2008,28(1):38～43
[3]李守继.地铁引起环境振动及房屋浮置楼板隔振研究[D].同济大学,2008
[4]Saurenman H,Phillips J.In-service tests of the effectiveness ofvibration control measurers on the BART rail transit system[J].Journal of Sound and Vibration,2006,293(3-5):888～900
[5]Hunt H E M.Measures for reducing ground vibration generatedby trains in tunnels[J].Noise and Vibration from High-Speed Trains,2001,(14):423～430
[6]Ca Y Q,et al.Effects of the dynamic wheel-rail interaction onthe ground vibration generated by a moving train[J].Journal ofSolids and Structures,2010,(47):2246～2259
[7]李增光,吴天行.浮置板轨道参数激励振动研究[J].振动与冲击,2010,29(2):17～20,30
[8]Yuan J,Zhu Y C,Wu M Z.Vibration characteristics and effec-tiveness of floating slab track system[J].Journal of Comput-ers,2009,4(12):1249～1254
[9]Hussein M F M,Hunt H E M.Modelling of floating-slab trackswith continuous slabs under oscillating moving loads[J].Jour-nal of Sound and Vibration,2006,297(1-2):37～54
[10]梁波,蔡英.不平顺条件下高速铁路路基的动力分析[J].铁道学报,1999,21(2):85～87
[11]Ding D Y,Liu W N,Li K F,Sun X J,Liu W F.Low frequencyvibration tests on a floating slab track in an underground laborato-ry[J].Journal of Zhejiang University-SCIENCE A AppliedPhysics&Engineering,2011,12(5):345～359
[12]袁俊,胡卫兵,孟昭博等.浮置板轨道结构类型比较及其隔振性能分析[J].振动、测试与诊断,2011,31(2):223～228
[13]耿传智,刘在庆.城市轨道交通弹簧浮置板轨道过渡段设计分析[J].城市轨道交通研究,2011,14(2):39～41,75
[14]刘洪瑞,邹锦华,王荣辉.轨道交通橡胶浮置板式轨道结构动力设计参数研究[J].铁道科学与工程学报,2009,6(2)
[15]姚京川,杨宜谦,王澜.浮置板式轨道结构隔振效果分析[J].振动与冲击,2005,24(6):108～113
[16]高世兵.钢弹簧浮置板减振轨道在城市地铁中的应用[J].铁道工程学报,2008,(3):88～91
[17]王澜等.浮置板式轨道结构隔振效果仿真研究[J].中国铁道科学,2005,26(6):48～52
[18]Hussein M F M,Hunt H E M.A numerical model for calculatingvibration due to a harmonic moving load on a floating-slab trackwith discontinuous slabs in an underground railway tunnel[J].Journal of Sound and Vibration,2009,321(1,2):363～374
[19]丁德云,刘维宁,张宝才等.特殊浮置板轨道隔振效果的三维数值研究[J].铁道学报,2009,31(6):58～62
[20]李俊岭,徐鹏,翟婉明等.钢弹簧浮置板轨道支点力动力特性分析[J].铁道建筑,2011,(1):106～109
[21]向俊,王阳,赫丹等.城市轨道交通列车-浮置板式轨道系统竖向振动模型[J].中南大学学报,2008,39(3):596～601
[22]邹锦华,王荣辉,魏德敏.橡胶浮置板无砟轨道过渡段动力学性能分析[J].铁道建筑,2010,(3):82～85
[23]Yuan J,et al.Low-frequency vibration isolation performance offloating slab track system[A].2008 International Workshopon Modelling,Simulation and Optimization[C],2008
[24]梅早临,王娜,陈俭琳.振动模态分析在浮置板轨道结构上的应用[J].铁道标准设计,2004,(11):5～7
[25]丁德云,刘维宁,张宝才等.浮置板轨道的模态分析[J].铁道学报,2008,30(3):61～64
[26]Yuan J,Meng Z B,Wu M Z,Song L.Dispersive characteristicsanalysis and vibration isolation simulation of floating slab tracksystem[A].2008 International Workshop on Modelling,Simulation and Optimization[C],2008
[27]王炯,吴天行.浮置板轨道隔振性能研究[J].上海交通大学学报,2007,41(6):1021～1025
[28]Kuo C M,Huang C H,Chen Y Y.Vibration characteristics offloating slab track[J].Journal of Sound and Vibration,2008,317:1017～1034
[29]李增光,吴天行.浮置板轨道动柔度计算方法及隔振性能研究[J].振动工程学报,2007,20(3):207～212
[30]Gupta S,Degrande G.Modelling of continuous and discontinuousfloating slab tracks in a tunnel using a periodic approach[J].Journal of Sound and Vibration,2010,329(8):1101～1125
[31]谷爱军,张洪亮.钢弹簧浮置板轨道结构在不同频段的隔振效率[J].噪声与振动控制,2009,39(1):39～41
[32]丁德云,刘维宁,李克飞等.钢弹簧浮置板轨道参数研究[J].中国铁道科学,2011,32(1):30～35
[33]Hussein M F M,Hunt H E M.An insertion loss model for evalu-ating the performance of floatin-slab track for underground railway tunnels[A].Tenth International Congress on Sound andVibration[C],2003
[34]马莉,宣言,马筠等.地铁隧道不同轨道结构形式对建筑物减振的仿真分析[J].铁道建筑,2011,(1):110～113
[35]Lombaert G,Degrande G,Vanhauwere B,Vandeborght B,Francois S.The control of ground-borne vibrations from railwaytraffic by means of continuous floating slabs[J].Journal ofSound and Vibration,2006,(297):946～961
[36]孙晓静,刘维宁,翟辉等.钢弹簧浮置板低频隔振性能的研究[A].2005全国博士生学术论坛[C],2005
[37]李锐,陈伟民,廖昌荣等.基于磁流变技术的发动机隔振控制[J].机械工程学报,2009,45(3):183～190
[38]Kallio M,Lindroos T,Aalto S,et al.Dynamic compression tes-ting of a tunable spring element con-sisting of a magnetorheologi-cal elastomer[J].Smart Materials and Structures,2007,16
[39]李锐,陈伟明,余淼等.汽车磁流变悬架垂直振动控制与试验研究[J].中国机械工程,2008,17:2132～2138
[40]李锐,陈伟民,廖昌荣等.发动机磁流变悬置隔振模糊控制与仿真[J].系统仿真学报,2009,21(4):944～953
[41]Li R,Chen W M,Liao C R.Hierarchical fuzzy control for en-gine isolation via magnetorheological fluid mounts[J].Proceed-ings of the Institution of Mechanical Engineers,Part D:Journal of Automobile Engineering,2010,224(2),175～187
[42]Li R,Chen W M,Liao C R,Dong X M.Fuzzy hybrid control ofvibration attitude of full car via magneto-rheological suspensions[J].Chinese Journal of Mechanical Engineering,2010,23(1)
[43]姚静静等.非离子表面活性剂修饰对磁流变弹性体磁流变效应的影响[J].中国科学技术大学学报,2008,38(6):609～613
[44]Li R,Chen W M,Liao C R,Zhang H H.A hierarchical control-ler for the vibration of an automo-tive suspension system via mag-netorheological dampers[J].Proceedings of the Institution ofMechanical Engineers,Part D:Journal of Automobile Engi-neering,2009,223(10):1327～1340
[45]刘剑林,魏民祥,邵金菊等.磁流变阻尼器模糊控制的遗传算法优化[J].机械科学与技术,2008,27(2):171～175
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