高广运,钟雯,孟园,等. 2020.精密仪器厂房微振动实测与数值模拟分析[J].工程地质学报,28(5):1076-1083. doi:10.13544/j.cnki.jeg.2020-376. DOI: 10.13544/j.cnki.jeg.2020-376
    引用本文: 高广运,钟雯,孟园,等. 2020.精密仪器厂房微振动实测与数值模拟分析[J].工程地质学报,28(5):1076-1083. doi:10.13544/j.cnki.jeg.2020-376. DOI: 10.13544/j.cnki.jeg.2020-376
    Gao Guangyun, Zhong Wen, Meng Yuan, et al. 2020. Micro-vibration test and numerical simulation analysis of precision instrument workshop[J]. Journal of Engineering Geology, 28(5): 1076-1083. doi: 10.13544/j.cnki.jeg.2020-376.
    Citation: Gao Guangyun, Zhong Wen, Meng Yuan, et al. 2020. Micro-vibration test and numerical simulation analysis of precision instrument workshop[J]. Journal of Engineering Geology, 28(5): 1076-1083. doi: 10.13544/j.cnki.jeg.2020-376.

    精密仪器厂房微振动实测与数值模拟分析

    MICRO-VIBRATION TEST AND NUMERICAL SIMULATION ANALYSIS OF PRECISION INSTRUMENT WORKSHOP

    • 摘要: 为探究精密仪器厂房防微振结构设计方法,本文分别通过现场实测和数值模拟方法对苏州某高科技电子工业厂区一单层轻钢结构厂房微振动水平进行了评价和分析。对该厂区进行场地环境振动实测,对比了厂房建成前后地坪振动特性;利用ANSYS软件建立了厂房有限元模型,分析了Rayleigh阻尼和底板厚度对厂房振动特性的影响。研究结果表明:厂房建成后底板振动满足振动限值要求;厂房的桩筏基础有明显的减振效果,但对不同方向和频段地面的振动影响有所差异;阻尼比和底板厚度对结构主频影响较小,而对振幅影响较大,阻尼比在1~3 Hz和10~50 Hz的频段内对振幅影响较大,底板厚度在50 Hz以下对振幅影响较大。因此,在厂房防微振设计时,适当增加底板厚度和阻尼可减小中低频振动,从而达到较好的减振效果。

       

      Abstract: To investigate the anti-vibration structure design of precision instrument workshop, this article evaluates the micro-vibration level of a single-story light steel factory located in a high-tech electronic industrial plant of Suzhou by conducting field measurement and numerical simulation. We carried out the micro-vibration tests before and after the construction of the structure to reveal the effectiveness of the structure on vibration reduction. We built the dynamic finite element model of the plant by ANSYS software. Then we analyzed the sensitivity of design parameters by introducing the structural and foundation design parameters of Rayleigh damping and floor thickness. The investigation shows that, the vibration of the bottom structure meets the limitation requirements after the plant is completed. The pile-raft foundation of the factory building has great effect on vibration reduction. Damping and floor thickness have little effect on structure frequency, but have a greater impact on amplitude. The vibration amplitude of the structure decreases with the increase of Rayleigh damping, especially in the low frequency range of 1~3 Hz and 10~50 Hz, and also decreases as floor thickness increasing in the low frequency range(within 50 Hz). Therefore, in the anti-vibration design of the plant, properly increasing floor thickness and damping can reduce the middle and low frequency vibration(within 50 Hz) significantly and achieve a better vibration isolation effectiveness.

       

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