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地铁车辆段不同区域振动传递特性分析

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为了降低地铁车辆段上盖物业建筑的环境振动和二次噪声,很有必要研究地铁上盖物业下方车辆段不同区域的振动特性.对国内某城市地铁车辆段上盖物业振动测试结果进行分析,对比分析特征区域包括车辆段库内区线路、咽喉区线路和试车线的钢轨、轨旁结构柱及距离轨道中心7.5 m地面振动源强的垂向和横向振动频谱,同时对不同频段的衰减量进行分析,获得车辆段在不同区域的振动特性.研究表明:试车线的总振级最大,其次是咽喉区,总振级最小的是库内区,钢轨垂向的总振级分别为123.1、113.0和94.1 dB.虽然已经对咽喉区和试车线区部分线路实施部分减振措施,相较于库内区,其仍然是车辆段产生振动噪声问题的主要区域;在关注上盖建筑振动时,尤其需要对6至63 Hz频带的振动进行控制.根据此研究结果可对不同区域的振动进行针对性控制,更有效减小振动噪声影响.
Comparative Analysis of Vibration Transmission Characteristics in Different Areas of Metro Depots
In order to reduce the environment vibration and secondary noise of the subway superstructure,the vibration characteristics of different areas of the depot under the subway superstructure property were studied.Based on the comparative analysis of the vibration test results of the superstructure property of the subway depot in a city in China,the vibration characteristics of different areas of the depot,including the rails,track-side columns and the vibration source at 7.5m away from the central line of the track in the characteristic area of the line,throat area line and test line,were obtained,and the vertical and lateral vibration spectra of these areas were analyzed and compared.At the same time,the vibration attenuation in different frequency bands was analyzed to obtain the vibration characteristics of different areas of the depot.The results show that the total vibration level of the test line is the largest(123.1 dB),followed by the throat area(113.0 dB),the lowest total vibration level(94.1 dB)is inside the depot.Although some lines in the throat area and the test line area have implemented some vibration damping measures,compared with the warehouse area,they are still the main areas of vibration and noise problems in the depot.When paying attention to superstructure vibration,it is especially necessary to control the vibration in 6-63 Hz frequency range.Targeted control of vibrations in different areas can mitigate vibration and noise problems more efficiently.

vibration and wavedepotsuperstructure propertyon-site measurementvibration spectrumdata analysisoctave band

岳修平、鞠龙华、邓力、唐宇斌、张宝猛、王安斌

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上海工程技术大学 城市轨道交通学院,上海 201620

广州地铁集团有限公司,广州 510330

青岛地铁运营有限公司,山东 青岛 266100

振动与波 车辆段 上盖物业 现场实测 振动频谱 数据分析

2024

噪声与振动控制
中国声学学会

噪声与振动控制

CSTPCD北大核心
影响因子:0.622
ISSN:1006-1355
年,卷(期):2024.44(3)
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