首页|一种惯性式路基激振装置的研发与现场标定

一种惯性式路基激振装置的研发与现场标定

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基于双轴惯性式振动电机,研制了一套模拟列车荷载作用的路基激振装置ISV400.考虑轨道及路基结构层自重荷载,利用偏心片数量Nc、配重块数量Na与供电频率fin,调控简谐动载的峰-谷值差值应力σd、谷值应力σv和激振频率fout,开展ISV400系统现场标定试验,分析fout与fin关系,探究 Nc、Na 组合下σd、σv随fout变化规律,明确ISV400稳定工作频率区间,建立激振力估算方程,提出面向路基结构现场动测的设备参数配置方法.研究表明:fout约为fin的0.5倍,fout低于5 Hz时电机转轴欠同步,将导致装置运行不稳定;σd、σv测试值分别高于、低于偏心质量旋转离心原理得到的理论值,且两者偏差与fout正相关,fout为15~25 Hz时易受共振影响;fout为5~15 Hz且保持Na恒定时,σd-fout曲线族不受Nc影响,σd上限约为400 kPa,Nc对应的σv-fout曲线族相互平行.
Development and Field Calibration of Inertial Subgrade Vibrator
Based on a dual-axis inertial vibrating motor,an ISV400 apparatus was developed for simulating train-induced loading on railway subgrade.Considering the dead load of track structure and subgrade layers,the device was calibrated to regulate peak-to-valley stress σd,valley stress σv,and excitation frequency fout by varying the number of eccentric plates Nc,counterweights Na,and power supply frequency fin.Comprehensive field calibration tests for the ISV400 system were conducted to scrutinize the relationship between fout and fin,explore the dependence of σd and σv onfout under varying combinations of Nc and Na,define the stable operating frequency range of ISV400,establish excitation force estimation equations,and propose parameter configuration methods tailored to field dynamic measurements on sub-grades.The findings indicate thatfout is approximately 0.5 times fiu and that motor shaft under-synchronization in case offout falling below 5 Hz will lead to device dynamic instability.Observed σd and σv values are higher and lower,respec-tively,than theoretical predictions based on the principles of eccentrically rotating masses.Furthermore,these discrep-ancies are positively correlated with fout,which is susceptible to resonant effects between 15~25 Hz.Whenfout ranges be-tween 5~15 Hz and Na remains constant,σd-fout curves remain unaffected by Nc,with an upper σd limit of approximate-ly 400 kPa,while the σv-fout curves corresponding to different Nc are parallel to one another.

railway subgradeinertial vibrating motorvibratorcalibration testexcitation force

崔颖辉、罗强、冯桂帅、王腾飞

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中国国家铁路集团有限公司,北京 100844

西南交通大学土木工程学院,四川成都 610031

西南交通大学高速铁路线路工程教育部重点实验室,四川成都 610031

铁路路基 惯性式振动电机 激振装置 标定试验 激振力

国家自然科学基金四川省自然科学基金

520784352023NSFSC0391

2024

铁道学报
中国铁道学会

铁道学报

CSTPCD北大核心
影响因子:0.9
ISSN:1001-8360
年,卷(期):2024.46(3)
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