高广运, 孟园, 陈娟. 2018: 高科技电子工业厂房微振动实测分析. 工程地质学报, 26(s1): 295-300. DOI: 10.13544/j.cnki.jeg.2018102
    引用本文: 高广运, 孟园, 陈娟. 2018: 高科技电子工业厂房微振动实测分析. 工程地质学报, 26(s1): 295-300. DOI: 10.13544/j.cnki.jeg.2018102
    GAO Guangyun, MENG Yuan, CHEN Juan. 2018: MICRO-VIBRATION TEST AND ANALYSIS FOR HIGH-TECH WORKSHOP. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 295-300. DOI: 10.13544/j.cnki.jeg.2018102
    Citation: GAO Guangyun, MENG Yuan, CHEN Juan. 2018: MICRO-VIBRATION TEST AND ANALYSIS FOR HIGH-TECH WORKSHOP. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 295-300. DOI: 10.13544/j.cnki.jeg.2018102

    高科技电子工业厂房微振动实测分析

    MICRO-VIBRATION TEST AND ANALYSIS FOR HIGH-TECH WORKSHOP

    • 摘要: 本文采用高灵敏度加速度传感器,对合肥某显示驱动芯片工业生产厂区场地进行24h环境振动测试,得到了各测点加速度时程数据。采用国际上通用的1/3倍频程分析法对测试数据进行处理,分析了不同时段各测点的振动变化规律,并研究了路面交通荷载引起的环境振动随距离的衰减特性。结果表明:场地微振动值在24 h内差异较小,白天振动峰值略高于夜间;测点水平、竖向振动幅值范围界于10-5gal~10-2gal之间;低频段内(2~8Hz),振动加速度最大值约为0.015 gal;中高频段内(8~250Hz),测点水平向速度最大值为0.6636m s-1,竖向速度最大值为0.5013m s-1,测试结果均满足VC-C标准要求;路面交通荷载引起的地面环境振动随距离在15~60Hz频段内衰减明显,这表明场地土层对行车荷载引起的振动的衰减起到一定作用。

       

      Abstract: In this paper, micro-vibration tests at a display driver chips production workshop in Hefei were carried out lasting 24 hours. Vibration accelerations of each testing point on three directions were simultaneously recorded by a high-sensitivity type accelerometer. Internationally accepted one-third octave band analysis method was adopted to process the field test data. The variation of vibration over time was analyzed, and the attenuation characteristics of vibrations induced by traffic loads with distance were also studied by one-third octave band spectra. Results show that, vibration accelerations alter smoothly within 24 hours, and it should be noted that the peak acceleration in the daytime is slightly higher than that at night. Vibration amplitudes swing between 10-5 gal and 10-2 gal. In the low frequency ranges(2~8 Hz),the peak of vibration acceleration is 0.015gal. In the medium-high frequency ranges(8~250 Hz),the maximum value of vertical velocity reaches 0.5013ms-1,while the velocity touches higher to 0.6636ms-1 in horizontal direction. One-third octave band spectra of testing vibrations locate below the VC-B curve totally indicating that design requirements are satisfied. Besides, ground vibrations caused by traffic loads decay apparently with distance in the frequency from 15 to 60 Hz, which are regarded that ground layers play a role in the attenuation of vibration caused by traffic load.

       

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