工业建筑2024,Vol.54Issue(1) :61-67.DOI:10.3724/j.gyjzG23022008

北京高能同步辐射光源实验大厅在扫频激励下微振动水平的测试与分析

Micro Vibration Test and Analysis in Experiment Hall of Beijing High Energy Photon Source Facility Induced by Artificial Frequency Sweep Excitation

任锦龙 荣慕宁 邢云林 郑明 聂鑫 樊健生 刘宇飞
工业建筑2024,Vol.54Issue(1) :61-67.DOI:10.3724/j.gyjzG23022008

北京高能同步辐射光源实验大厅在扫频激励下微振动水平的测试与分析

Micro Vibration Test and Analysis in Experiment Hall of Beijing High Energy Photon Source Facility Induced by Artificial Frequency Sweep Excitation

任锦龙 1荣慕宁 1邢云林 2郑明 3聂鑫 3樊健生 3刘宇飞3
扫码查看

作者信息

  • 1. 北京建工集团有限责任公司,北京 100055
  • 2. 中国电子工程设计院有限公司,北京 100142
  • 3. 清华大学土木工程系,北京 100084
  • 折叠

摘要

微振动控制是精密大科学装置在建设过程中的重点关注对象之一,北京高能同步辐射光源(HEPS)项目采用浇筑 1 m厚钢筋混凝土结构底板加 3 m厚的素混凝土垫层的方式来实现项目要求的微振动控制目标.报道了主体结构完工后,在北京高能同步辐射光源建设施工现场开展的 1~100 Hz激振器扫频激励试验.通过对试验中实测得到的振动信号在时域和频域内进行分析,评估北京高能同步辐射光源主体结构完成后实验大厅底板的微振动水平和微振动控制能力.试验结果表明:在 1~100 Hz的振动激励下,实验大厅底板表现出良好的振动控制能力.

Abstract

Micro vibration control is one of the most important goals in the construction of ultraprecise and large-scale scientific facilities.In order to meet the requirements for micro vibration control in High Energy Photo Source(HEPS),Beijing,a 1-meter-thick reinforced concrete slab with a 3-meter-thick concrete layer has been cast.The paper presented a field test of an artificial frequency sweep test from 1 to 100 Hz after the completion of the main structure in HEPS.Based on the analysis of the obtained vibration signals in the time domain and frequency domain,an evaluation of the micro vibration level and the micro vibration control capacity of the slab was conducted.The results indicated that under the vibrator's excitation from 1 to 100 Hz,the mass concrete slab of experimental hall performed well in micro vibration control.

关键词

精密大科学装置/微振动控制/激振器扫频激励试验/时域信号/频域信号

Key words

ultraprecise and large-scale scientific facilities/micro vibration controlling/vibrator frequency sweep excitation test/signal in time domain/signal in frequency domain

引用本文复制引用

基金项目

国家自然科学基金创新研究群体项目(52121005)

出版年

2024
工业建筑
中冶建筑研究总院有限公司

工业建筑

CSTPCD
影响因子:0.72
ISSN:1000-8993
参考文献量3
段落导航相关论文