铁路枢纽临近建筑的减隔振技术研究综述
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摘要
地铁和高铁项目在全国范围内如火如荼地进行,但其带来的环境振动问题却给人们的生活带来许多问题。通过翻阅查找参考资料和文献,文章深入了解了铁路枢纽临近建筑的3种常用减振技术:轨道减振、屏障隔振、建筑物振动防护,并阐述了各种减振技术的优缺点及其适用范围。根据已有的研究理论,提出现有研究存在的问题。
With the implement of numerous subway and high-speed projects all over the country, the environment vibration caused by which brings a lot of problems to peoples' lives. By means of reading related references and literatures, this paper makes a thorough research on three common vibration control technologies applied to railway nearby structures: track damping, vibration isolation and structure control, also illustrates the advantages and disadvantages as well as application scope of these technologies. According to present research theories, existing questions and thoughts are put forward in the paper.
With the implement of numerous subway and high-speed projects all over the country, the environment vibration caused by which brings a lot of problems to peoples' lives. By means of reading related references and literatures, this paper makes a thorough research on three common vibration control technologies applied to railway nearby structures: track damping, vibration isolation and structure control, also illustrates the advantages and disadvantages as well as application scope of these technologies. According to present research theories, existing questions and thoughts are put forward in the paper.
引文
[1]魏鹏勃,夏禾.安装阻尼板的钢轨减振性能试验研究[J]北京交通大学学报(自然科学版),2007,31(4):35-39.
[2]李再帏,雷晓燕.减振型阻尼钢轨有限元分析[J].噪声与振动控制,2009(4):64-66.
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[4]耿传智,王伟鹏.地铁弹性扣件减振性能的落轴冲击仿真分析[J].振动与冲击,2010,29(3):113-117.
[5]王文斌,刘维宁,贾颖绚,等.更换减振扣件前后地铁运营引起地面振动的研究[J].中国铁道科学,2010,31(1):87-92.
[6]邓娇,李金卫,黄友剑,等.Ⅲ型轨道减振器的设计与应用[J].铁道标准设计,2007(10):44-47.
[7]朱剑月,练松良.弹性支承块轨道结构落轴冲击动力性能分析[J].中国铁道科学,2006,27(3):22-26.
[8]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):108-143.
[9]王文斌,刘维宁,马蒙等.梯形轨道系统动力特性及减振效果试验研究[J].中国铁道科学,2010,31(2):24-28.
[10]谷爱军,范俊杰.轨道结构上隔振垫层的性能分析[J]北方交通大学学报,2003,27(4):27-31.
[11]曹孝振,姚安子.建筑中的噪声控制[M].水利电力出版社,1989.
[12]邱畅,高广运,岳中琦,等.屏障隔振系统失效机理的探讨[J].西北地震学报,2003,25(3):198-203.
[13]黄菊花,扶名福.工场振动的屏障隔离及其对厂房柱基不均匀沉降影响的研究[J].噪声与振动控制,2000,20(6):4-9.
[14]周裕德,祝文英,应乐惇,等.地铁振动对上海音乐厅迁址影响分析及对策措施[C]//全国环境声学电磁辐射环境学术会议论文集,2004.
[15]周莉.轨道交通上盖建筑的振动环境影响以及应对措施研究[C]//2013中国环境科学学会学术年会论文集(第八卷),2013.
[16]申跃奎.地铁激励下振动传播规律及建筑物隔振减振研究[D].上海:同济大学,2007.
[17]P.Moss.Isolating apartments and offices from ground borne vibrations[J].Noise&Vibration Control Worldwide1983,14(7):183-195.
[18]J.P.Talbot,H.E.M.Hunt.A generic model for evaluating the performance of base-isolated buildings[J].Journal o Low Frequency Noise,Vibration and Active Control,200322(3):149-160.
[19]Y.L.Xu,B.Li.Hybrid platform for high-tech equipment protection against earthquake and microvibration[J]Earthquake Engineering and Structural Dynamics,2006,35(8)943-967.
[20]P.Fiala,G.Degrande,F.Augusztinovicz.Numerica modelling of ground-borne noise and vibration in buildings due to surface rail traffic[J].Journal of Sound and Vibration2007,301(3-5):718-738.
[2]李再帏,雷晓燕.减振型阻尼钢轨有限元分析[J].噪声与振动控制,2009(4):64-66.
[3]吴建忠,杨金福.钢轨减振接头夹板在轨道交通上的应用[J].都市快轨交通,2004,17(5):38-39.
[4]耿传智,王伟鹏.地铁弹性扣件减振性能的落轴冲击仿真分析[J].振动与冲击,2010,29(3):113-117.
[5]王文斌,刘维宁,贾颖绚,等.更换减振扣件前后地铁运营引起地面振动的研究[J].中国铁道科学,2010,31(1):87-92.
[6]邓娇,李金卫,黄友剑,等.Ⅲ型轨道减振器的设计与应用[J].铁道标准设计,2007(10):44-47.
[7]朱剑月,练松良.弹性支承块轨道结构落轴冲击动力性能分析[J].中国铁道科学,2006,27(3):22-26.
[8]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):108-143.
[9]王文斌,刘维宁,马蒙等.梯形轨道系统动力特性及减振效果试验研究[J].中国铁道科学,2010,31(2):24-28.
[10]谷爱军,范俊杰.轨道结构上隔振垫层的性能分析[J]北方交通大学学报,2003,27(4):27-31.
[11]曹孝振,姚安子.建筑中的噪声控制[M].水利电力出版社,1989.
[12]邱畅,高广运,岳中琦,等.屏障隔振系统失效机理的探讨[J].西北地震学报,2003,25(3):198-203.
[13]黄菊花,扶名福.工场振动的屏障隔离及其对厂房柱基不均匀沉降影响的研究[J].噪声与振动控制,2000,20(6):4-9.
[14]周裕德,祝文英,应乐惇,等.地铁振动对上海音乐厅迁址影响分析及对策措施[C]//全国环境声学电磁辐射环境学术会议论文集,2004.
[15]周莉.轨道交通上盖建筑的振动环境影响以及应对措施研究[C]//2013中国环境科学学会学术年会论文集(第八卷),2013.
[16]申跃奎.地铁激励下振动传播规律及建筑物隔振减振研究[D].上海:同济大学,2007.
[17]P.Moss.Isolating apartments and offices from ground borne vibrations[J].Noise&Vibration Control Worldwide1983,14(7):183-195.
[18]J.P.Talbot,H.E.M.Hunt.A generic model for evaluating the performance of base-isolated buildings[J].Journal o Low Frequency Noise,Vibration and Active Control,200322(3):149-160.
[19]Y.L.Xu,B.Li.Hybrid platform for high-tech equipment protection against earthquake and microvibration[J]Earthquake Engineering and Structural Dynamics,2006,35(8)943-967.
[20]P.Fiala,G.Degrande,F.Augusztinovicz.Numerica modelling of ground-borne noise and vibration in buildings due to surface rail traffic[J].Journal of Sound and Vibration2007,301(3-5):718-738.