隔震橡胶支座二维静态加载试验台研究
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摘要
随着市场对减隔震橡胶支座的需求愈来愈大,减隔震橡胶支座加载试验机的用途也越来越广,对试验机的要求也越来越高。
本文系统地研究了减隔震橡胶支座力学性能检测系统及检测方法,提出了减隔震橡胶支座试验机参数要求,并成功研制设计了一台减隔震橡胶支座加载试验机。本文主要研究成果如下：
1、设计了竖向静载推力为2500吨和水平静载推力为300吨电液伺服作动器；
2、设计了可承载竖向试验力2500吨和水平试验力300吨的加载试验机架；
3、设计了水平剪切试验的水平滚动装置和样品自动进出的样件运送机构；
4、设计了额定流量为1000L/min,蓄能器为5000L,压力为28Mpa的液压伺服油源系统；
5、设计了全数字电液伺服协调加载控制系统及数据采集系统；
本着经济、结构合理和操作方便的原则,整个试验机采用框架结构的设计方法和内力自平衡系统,在设计当中吸取了日本相关的压剪试验机的技术特点,结合时代新材股份有限公司的设计及制造经验,使系统的结构更加合理。
With the growing demand for isolation rubber bearing in the market, the load test machine of isolation rubber bearing is used more and more widely and the requirements of the test machine are becoming higher and higher.
The detection system and method for mechanical properties of isolation rubber bearing were researched in this paper. The requirements for the load test machine of isolation rubber bearing were put forward in this paper and the machine was developed successfully. The main research results are composed of the following aspects.
(1)The Electro-hydraulic Servo Actuator with the capacities of a 2,500 tons of vertical static thrust and a 300 tons of horizontal static thrust was designed in this paper.
(2)The rack which can carry 2,500 tons of vertical force or 300 tons of horizontal force in the loading test was designed successfully.
(3) The horizontal scrolling device for horizontal shear test and the automatic delivery sector for samples were designed successfully.
(4)The hydraulic servo oil source system with a rated flow of 1000L/min and a 5000L accumulator was designed successfully, which can produce 28Mpa compressive stress.
(5)The control system for loading with a all-digital servo and data acquisition system were designed successfully.
On the principle of economy, rationality and convenience, the test machine adopted the internal force self-balancing system and was designed by the method of framework.The structure of the machine is more rational,which absorbed the related technical characteristics of Japan's compression and shear testing machine and combined with the design experience of Zhouzhou Times New Material Technology Co.,Ltd.
本文系统地研究了减隔震橡胶支座力学性能检测系统及检测方法,提出了减隔震橡胶支座试验机参数要求,并成功研制设计了一台减隔震橡胶支座加载试验机。本文主要研究成果如下：
1、设计了竖向静载推力为2500吨和水平静载推力为300吨电液伺服作动器；
2、设计了可承载竖向试验力2500吨和水平试验力300吨的加载试验机架；
3、设计了水平剪切试验的水平滚动装置和样品自动进出的样件运送机构；
4、设计了额定流量为1000L/min,蓄能器为5000L,压力为28Mpa的液压伺服油源系统；
5、设计了全数字电液伺服协调加载控制系统及数据采集系统；
本着经济、结构合理和操作方便的原则,整个试验机采用框架结构的设计方法和内力自平衡系统,在设计当中吸取了日本相关的压剪试验机的技术特点,结合时代新材股份有限公司的设计及制造经验,使系统的结构更加合理。
With the growing demand for isolation rubber bearing in the market, the load test machine of isolation rubber bearing is used more and more widely and the requirements of the test machine are becoming higher and higher.
The detection system and method for mechanical properties of isolation rubber bearing were researched in this paper. The requirements for the load test machine of isolation rubber bearing were put forward in this paper and the machine was developed successfully. The main research results are composed of the following aspects.
(1)The Electro-hydraulic Servo Actuator with the capacities of a 2,500 tons of vertical static thrust and a 300 tons of horizontal static thrust was designed in this paper.
(2)The rack which can carry 2,500 tons of vertical force or 300 tons of horizontal force in the loading test was designed successfully.
(3) The horizontal scrolling device for horizontal shear test and the automatic delivery sector for samples were designed successfully.
(4)The hydraulic servo oil source system with a rated flow of 1000L/min and a 5000L accumulator was designed successfully, which can produce 28Mpa compressive stress.
(5)The control system for loading with a all-digital servo and data acquisition system were designed successfully.
On the principle of economy, rationality and convenience, the test machine adopted the internal force self-balancing system and was designed by the method of framework.The structure of the machine is more rational,which absorbed the related technical characteristics of Japan's compression and shear testing machine and combined with the design experience of Zhouzhou Times New Material Technology Co.,Ltd.
引文
[1]Kelly.Aseismic base isolation.Review and bibliography,Soil Dyn Earth eng,1986,3:202
[2]刘惠利.橡胶支座弹塑性理论与隔震结构设计方法研究：[硕士学位论文].广州：广州大学,2005
[3]简超、李章政、翟勇.不同隔震体系的隔震效果比较.四川建筑,2010,30(5)：138-140
[4]日本免震构造协会(编),叶列平(译).图解隔震结构入门.北京：科学出版杜,1998
[5]周福霖.工程结构减震控制.北京：地震出版社,1997
[6]Nakamura Y,Kiuregian A D and Lin D.Multiple-support Respones Spectrum Analysis of the Golden Bridge[Report No.UCB/EERC-93/05].Earthquake Engineering Research,University of California Bekley,1993
[7]Lindley P B.Natural Rubber Structural Bearings.Joint Sealing Bearing System for Concrete.1981, Vol,1,ACT:2618-2623
[8]刘兴衡、张志强、韩绪年.建筑隔震橡胶支座的种类及应用(一).橡胶科技市场.2008,2：15-18
[9]刘兴衡、张志强、韩绪年.建筑隔震橡胶支座的种类及应用(二).橡胶科技市场.2008,3：17-19
[10]吴彬.铅芯橡胶隔震支座力学性能及其在桥梁中减、隔震应用的研究[铁道部科学研究院博士论文].北京：铁道部科学研究院,2003
[11]许斌、唐家祥.基础隔震叠层橡胶支座耐久性试验研究.工程抗震,1995,12(04)：41—-44.
[12]李林.公路桥梁板式橡胶支座的选型及安装.广东建材.2008,10：121-122
[13]唐家祥,刘再华.建筑结构基础隔震.武汉：华中理工大学出版社,1993
[14]庄军生.桥梁支座.北京：中国铁道出版社,2000
[15]吴彬.铅芯橡胶支座力学性能及其在桥梁工程中减、隔震应用的研究：[博士学位论文].北京：铁道科学研究院,2003
[16]廖顺痒,吴在辉,金吉寅.桥梁橡胶支座.北京：人民交通出版社,1988
[17]范立础,胡世德,叶爱君.大跨度桥梁抗震设计.北京：人民交通出版社.2001
[18]庄军生.我国桥梁橡胶支座的研究与发展.OVM通迅,2001(3)
[19]陈有亮,等.板式桥梁橡胶支座自动测试系统,建筑技术开发,2000(6)
[20]张朝新.刘再华.唐家祥.建筑结构基础隔震叠层橡胶支座的压剪特性试.第二届全国结构减震控制学会议论文集.1992.
[21]于清溪.橡胶建筑材料发展现状与展望(下).橡塑技术与装备,2005,31(4)：7-8.
[22]黄永林,孔建国.8级大震的地震安全性与隔震设计.中国八级大震研究及防震减灾学术会议论文集[c].北京：地震出版社,2001：264-269.
[23]杨林,周锡元,苏幼坡,等.FPS摩擦摆隔震体系振动台试验研究与理论分析[J].特种结构,2005,22(4)：43—-46.
[24]邹立华.工程结构减震控制中若干问题的研究：[博士学位论文].成都：西南交通大学,2003
[25]Gent, A. N., Meinecke, E. A. Compression, Bending, and Shear of Bonded Rubber Blocks. PoTymer Fngineering and Science.1970,10(1): 283-286
[26]Skinner& I., Robinson W:H. Mcverry G H. An introduction to seismic molation. John Wiley&Sons Ltd,1993
[27]周乾.SMA—橡胶复合支座在大跨空间结构中的隔震研究：[硕士学位论文].北京：北京工业k大学,2003
[28]Moon B. Y, Kang Q J., Kang B. S., et al. Design and manufacturing of fiber reinforced elastomeric isolator for seismic isolation. Journal of Materials Processing Technology,2002:145～150
[29]l'sai H. C., KcuY J. M. Stiffness analysis of fiba'-reinforced rectangular seismic isolators. Journal of Engineering Mechanics,2002, V01.128(4):462--470
[30]刘文光.橡胶隔震支座力学性能及隔震结构地震反应分析研究：[博士学位论文].北京：北京工业大学,2003
[31]刘兴衡.橡胶减震制品的技术现状及进展.中国橡胶,2005,21(20)：21-25.
[32]曾德民,苏经宇.建筑隔震技术的发展和应用概况.基础隔震技术与应用.北京；中国建筑研究院抗震所,1993：34-35.
[33]夏飞,邓杰.叠层钢板橡胶垫隔震结构的发展及应用.辽宁经济,2006(7)：77.
[34]Kobori T and Minai R. Analytical Study on Active Seismic Response Control. Transactions of the Architectural Institute of Japan, 1960:66
[35]K. Shingu and K. Fukushima. Base isolation and fuzzy vibration control of a spherieal shell subjected to seiSmic forces. Proc. of Asia—Pacific Vibration Conference, Kitakyushu, Japan,1993:1413-1418.
[36]郝志勇,林琼,段秀兵.曲轴系统动力学特性的数字化仿真与试验研究.内燃机工程,2006,27(1)：38-40
[37]Mechanical Dynamics Inc. Road map to ADAMS/view.2000
[38]段秀兵.基于低噪声发动机虚拟设计的曲轴机体耦合动力学研究.天津：天津大学,2004
[39]程金林,郝志勇,韩松涛,等.一种车用高速柴油机曲柄连杆机构的动力学仿真分析[J].汽车技术,2001(1)：5-8
[40]Raub J, Kley P. Analytical investigation of crankshaft dynam2 ics as a virtual engine module. SAE 19990010175
[41]贾丽花.电液伺服地震模拟振动台控制算法的研究与实现[硕士学位论文].北京：北京交通大学,2006
[42]裴喜平.地震模拟振动台的模糊控制研究[硕士学位论文].武汉：武汉理工大学,2004
[43]黄浩华.单水平电液伺服地震模拟振动台特性改善方法.液压与气动,1982
[44]黄浩华.电液伺服系统在地震工程研究中的应用.测控技术,1996
[45]田永波.电液伺服地震模拟振动台的数字控制[硕士学位论文].武汉：武汉理工大学,2004
[46]涂序彦,郭荣江.智能控制及其应用.自动化,1977.Ⅰ(1)：104.117
[47]杜永昌.管迪华.汽车道路模拟试验台计算机测控系统的开发,清华大学学报(自然科学版),2002.5(4)：69.71
[48]Fu K S, Leaaning Control System and Intelligent Control Systems:An Imersection of Artificial Intelligence and AautomatlcControl, IEEE Trans, Automatic Control,1971
[49]HwangD H, Bien Z, end Oh S R, Iterative learning method for discrete · time dynamic stsytem,IEE Proceeding-PartD:ControlTheory andApplications, 1991,138(2):139～144
[50]姚天任,江太辉.数字信号处理。武汉：华中理工大学出版社,2000,9
[2]刘惠利.橡胶支座弹塑性理论与隔震结构设计方法研究：[硕士学位论文].广州：广州大学,2005
[3]简超、李章政、翟勇.不同隔震体系的隔震效果比较.四川建筑,2010,30(5)：138-140
[4]日本免震构造协会(编),叶列平(译).图解隔震结构入门.北京：科学出版杜,1998
[5]周福霖.工程结构减震控制.北京：地震出版社,1997
[6]Nakamura Y,Kiuregian A D and Lin D.Multiple-support Respones Spectrum Analysis of the Golden Bridge[Report No.UCB/EERC-93/05].Earthquake Engineering Research,University of California Bekley,1993
[7]Lindley P B.Natural Rubber Structural Bearings.Joint Sealing Bearing System for Concrete.1981, Vol,1,ACT:2618-2623
[8]刘兴衡、张志强、韩绪年.建筑隔震橡胶支座的种类及应用(一).橡胶科技市场.2008,2：15-18
[9]刘兴衡、张志强、韩绪年.建筑隔震橡胶支座的种类及应用(二).橡胶科技市场.2008,3：17-19
[10]吴彬.铅芯橡胶隔震支座力学性能及其在桥梁中减、隔震应用的研究[铁道部科学研究院博士论文].北京：铁道部科学研究院,2003
[11]许斌、唐家祥.基础隔震叠层橡胶支座耐久性试验研究.工程抗震,1995,12(04)：41—-44.
[12]李林.公路桥梁板式橡胶支座的选型及安装.广东建材.2008,10：121-122
[13]唐家祥,刘再华.建筑结构基础隔震.武汉：华中理工大学出版社,1993
[14]庄军生.桥梁支座.北京：中国铁道出版社,2000
[15]吴彬.铅芯橡胶支座力学性能及其在桥梁工程中减、隔震应用的研究：[博士学位论文].北京：铁道科学研究院,2003
[16]廖顺痒,吴在辉,金吉寅.桥梁橡胶支座.北京：人民交通出版社,1988
[17]范立础,胡世德,叶爱君.大跨度桥梁抗震设计.北京：人民交通出版社.2001
[18]庄军生.我国桥梁橡胶支座的研究与发展.OVM通迅,2001(3)
[19]陈有亮,等.板式桥梁橡胶支座自动测试系统,建筑技术开发,2000(6)
[20]张朝新.刘再华.唐家祥.建筑结构基础隔震叠层橡胶支座的压剪特性试.第二届全国结构减震控制学会议论文集.1992.
[21]于清溪.橡胶建筑材料发展现状与展望(下).橡塑技术与装备,2005,31(4)：7-8.
[22]黄永林,孔建国.8级大震的地震安全性与隔震设计.中国八级大震研究及防震减灾学术会议论文集[c].北京：地震出版社,2001：264-269.
[23]杨林,周锡元,苏幼坡,等.FPS摩擦摆隔震体系振动台试验研究与理论分析[J].特种结构,2005,22(4)：43—-46.
[24]邹立华.工程结构减震控制中若干问题的研究：[博士学位论文].成都：西南交通大学,2003
[25]Gent, A. N., Meinecke, E. A. Compression, Bending, and Shear of Bonded Rubber Blocks. PoTymer Fngineering and Science.1970,10(1): 283-286
[26]Skinner& I., Robinson W:H. Mcverry G H. An introduction to seismic molation. John Wiley&Sons Ltd,1993
[27]周乾.SMA—橡胶复合支座在大跨空间结构中的隔震研究：[硕士学位论文].北京：北京工业k大学,2003
[28]Moon B. Y, Kang Q J., Kang B. S., et al. Design and manufacturing of fiber reinforced elastomeric isolator for seismic isolation. Journal of Materials Processing Technology,2002:145～150
[29]l'sai H. C., KcuY J. M. Stiffness analysis of fiba'-reinforced rectangular seismic isolators. Journal of Engineering Mechanics,2002, V01.128(4):462--470
[30]刘文光.橡胶隔震支座力学性能及隔震结构地震反应分析研究：[博士学位论文].北京：北京工业大学,2003
[31]刘兴衡.橡胶减震制品的技术现状及进展.中国橡胶,2005,21(20)：21-25.
[32]曾德民,苏经宇.建筑隔震技术的发展和应用概况.基础隔震技术与应用.北京；中国建筑研究院抗震所,1993：34-35.
[33]夏飞,邓杰.叠层钢板橡胶垫隔震结构的发展及应用.辽宁经济,2006(7)：77.
[34]Kobori T and Minai R. Analytical Study on Active Seismic Response Control. Transactions of the Architectural Institute of Japan, 1960:66
[35]K. Shingu and K. Fukushima. Base isolation and fuzzy vibration control of a spherieal shell subjected to seiSmic forces. Proc. of Asia—Pacific Vibration Conference, Kitakyushu, Japan,1993:1413-1418.
[36]郝志勇,林琼,段秀兵.曲轴系统动力学特性的数字化仿真与试验研究.内燃机工程,2006,27(1)：38-40
[37]Mechanical Dynamics Inc. Road map to ADAMS/view.2000
[38]段秀兵.基于低噪声发动机虚拟设计的曲轴机体耦合动力学研究.天津：天津大学,2004
[39]程金林,郝志勇,韩松涛,等.一种车用高速柴油机曲柄连杆机构的动力学仿真分析[J].汽车技术,2001(1)：5-8
[40]Raub J, Kley P. Analytical investigation of crankshaft dynam2 ics as a virtual engine module. SAE 19990010175
[41]贾丽花.电液伺服地震模拟振动台控制算法的研究与实现[硕士学位论文].北京：北京交通大学,2006
[42]裴喜平.地震模拟振动台的模糊控制研究[硕士学位论文].武汉：武汉理工大学,2004
[43]黄浩华.单水平电液伺服地震模拟振动台特性改善方法.液压与气动,1982
[44]黄浩华.电液伺服系统在地震工程研究中的应用.测控技术,1996
[45]田永波.电液伺服地震模拟振动台的数字控制[硕士学位论文].武汉：武汉理工大学,2004
[46]涂序彦,郭荣江.智能控制及其应用.自动化,1977.Ⅰ(1)：104.117
[47]杜永昌.管迪华.汽车道路模拟试验台计算机测控系统的开发,清华大学学报(自然科学版),2002.5(4)：69.71
[48]Fu K S, Leaaning Control System and Intelligent Control Systems:An Imersection of Artificial Intelligence and AautomatlcControl, IEEE Trans, Automatic Control,1971
[49]HwangD H, Bien Z, end Oh S R, Iterative learning method for discrete · time dynamic stsytem,IEE Proceeding-PartD:ControlTheory andApplications, 1991,138(2):139～144
[50]姚天任,江太辉.数字信号处理。武汉：华中理工大学出版社,2000,9
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