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基于PID反馈的两级超低频隔振系统理论分析及仿真

Analysis and Simulation of Two-Stage Ultra-Low Frequency Vibration Isolation System Based on PID Feedback
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摘要 建立两级隔振系统的运动模型,推导系统的闭环传递函数并对传递函数进行分析。结果表明:1)系统采用PID反馈较当前超长弹簧中采用的PD反馈具有更好的等效阻尼系数调节功能。2)系统的等效固有周期主要受反馈比例系数k p影响,k p越大,等效固有周期越长,隔振效果越好;k p选定后,积分系数k i和微分系数k d共同影响系统的阻尼,且k i占主导地位,决定系统的稳定性。通过仿真验证了闭环传递函数分析结果的准确性,且仿真结果表明,系统在1 Hz处的隔振效果可达-70 dB。 In this paper,we establish the motion model of the two-stage vibration isolation system,then derive and analyze the closed-loop transfer function of the system.The analysis results show that when PID feedback is adopted,the equivalent damping coefficient of the system can be adjusted more conveniently than the PD feedback used in the current ultra-long spring(superspring).The equivalent natural period of the system is mainly affected by the feedback proportional coefficient k p;the larger the k p is,the longer the equivalent natural period,and the system will have better vibration isolation performance.After k p is selected,the integral coefficient k i together with the differential coefficient k d will affect the damping of the system,and k i is dominant,which determines the stability of the system.The accuracy of the closed-loop transfer function analysis results are verified by simulation,which show that the vibration isolation effect of the system can reach-70 dB at 1 Hz.
作者 胡远旺 邹彤 张黎 马武刚 HU Yuanwang;ZOU Tong;ZHANG Li;MA Wugang(Key Laboratory of Earthquake Geodesy,Institute of Seismology,CEA,40 Hongshance Road,Wuhan 430071,China;Wuhan Base of Institute of Crustal Dynamics,CEA,40 Hongshance Road,Wuhan 430071,China)
出处 《大地测量与地球动力学》 CSCD 北大核心 2020年第9期976-980,共5页 Journal of Geodesy and Geodynamics
基金 中国地震局地震研究所和中国地震局地壳应力研究所基本科研业务费专项(IS201826283) 中国地震局地震科技星火计划(XH18029Y)。
关键词 超低频 两级隔振 PID反馈 绝对重力仪 ultra-low frequency two-stage vibration isolation PID feedback absolute gravimeter
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  • 1李国平,魏燕定,陈子辰.精密设备系统主动隔振的基础理论与技术[J].兵工学报,2004,25(4):462-466. 被引量:11
  • 2张建卓,李旦,董申,李贵轩.超低频精密隔振系统的新进展[J].辽宁工程技术大学学报(自然科学版),2004,23(4):538-541. 被引量:9
  • 3Winterflood J, Blair D G, Slagmolen B. High performance vibration isolation using springs in Euler column buckling mode [J]. Physics Letters A, 2002, 300(2): 122-130.
  • 4Rothleitner Ch, Scitlov S, Merimeche H, et al. Development of new free-fall absolute gravimeters [ J ]. Metrolgia, 2009, 46 (3) : 283 - 297.
  • 5Newell D B, Richman S J, Nelson P G, et al. An ultra-low- noise, low-frequency, six degrees of freedom active vibration isolator [ J ]. Review of Scientific Instruments, 1997, 68 (8) : 3211 -3219.
  • 6Rinker R L, Failer J E. Super spring-a long period vibration isolator [ C ]. Precision Measurement and Fundamental Constants II. Proceedings of the Second International Conference, 1984, 8 : 411 -417.
  • 7Nelson P G. An active vibration isolation system for inertial reference and precision measurement [ J ]. Review of Scientific Instruments, 1991,62 (9) : 2069 - 2075.
  • 8Lucien J B, Lacoste J R. A new type long period vertical seismograph [J]. Physics, 1934, 5(7) : 178 -180.
  • 9Grans S. LaCoste type vibration isolation for an absolutegravimeter [ D ]. Institute of Optics, Information and Photonics, University Erlangen-Nuremberg, 2008.
  • 10Hosain M A, Sirr A, Ju L. Novel Euler-LaCoste linkage as a very low frequency vertical vibration isolator [ J ]. Review of Scientific Instruments, 2012, 83(8): 085108.

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