双振源激励下地铁车辆段上盖建筑物振动特性

冯青松; 王子玉; 刘全民; 罗信伟; 李纪阳

doi:10.19818/j.cnki.1671-1637.2019.04.006

双振源激励下地铁车辆段上盖建筑物振动特性

doi: 10.19818/j.cnki.1671-1637.2019.04.006

1.
华东交通大学铁路环境振动与噪声教育部工程研究中心, 江西南昌 330013
2.
广州地铁设计研究院股份有限公司, 广东广州 510010

基金项目:

国家自然科学基金项目 51878277

国家自然科学基金项目 51668020

国家自然科学基金项目 51368020

详细信息

作者简介:
冯青松(1978-), 男, 山西榆社人, 华东交通大学教授, 工学博士, 从事铁路环境振动与噪声研究

中图分类号: U231
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出版历程
- 收稿日期: 2018-12-20
- 刊出日期: 2019-08-25

Vibration characteristics of metro depot upper building under double vibration source excitation

1.
Engineering Research Center of Railway Environmental Vibration and Noise of Ministry of Education, East China Jiaotong University, Nanchang 330013, Jiangxi, China
2.
Guangzhou Metro Design and Research Institute Co., Ltd., Guangzhou 510010, Guangdong, China

More Information

Author Bio:
FENG Qing-song(1978-), male, professor, PhD, fqshdjtdx@aliyun.com

摘要

摘要: 以广州某地铁车辆段为研究对象, 实测了试车线与库内检修线引起地面振动的加速度, 分析了两类振源的衰减规律与差异; 建立了车辆段上盖建筑物有限元模型, 将实测地面振动数据采用大质量法进行多点激励, 分析了双振源激励对上盖建筑物楼板振动的影响。研究结果表明: 列车通过时, 试车线地面振动主要频率为60~80 Hz, 检修线主要频率为20~40 Hz; 试车线荷载振源强度大于检修线, 约为6 dB; 试车线振动衰减率约为1.07 dB·m^-1, 检修线振动衰减率约为1.69 dB·m^-1, 说明检修线引起地面振动强度的衰减速度比试车线更快; 与非一致激励相比, 一致激励对上盖建筑物楼板10 Hz以下振动影响显著, 各层加速度级在2.5 Hz处存在明显峰值, 这与建筑物楼板的固有频率有关; 试车线荷载激励下, 底层楼板振动主要频率范围为40~60 Hz, 顶层出现在20~40 Hz, 峰值中心频率集中在40.0 Hz处; 检修线荷载激励下, 各层楼板振动主要频率范围为0~40 Hz, 峰值中心频率集中在31.5 Hz处; 对比单一振源激励, 双振源激励使建筑物楼板Z振级增加了0~3.5 dB, 这在地铁车辆段上盖建筑物的环境振动评价中应充分重视。
- 铁道工程 /
- 地铁车辆段 /
- 上盖建筑物 /
- 双振源激励 /
- 有限元模型 /
- 振动特性
Abstract: Taking a certain metro depot in Guangzhou as the research object, the accelerations of ground vibration caused by the testing line and the repairing line in the depot were measured, and the attenuation laws and differences between the two kinds of vibration sources were analyzed. The finite element model of metro depot upper building was established, and the measured ground vibration data were processed by multi-support excitation of large mass method. The influence of double vibration source excitation on the vibration of upper building floor was analyzed. Analysis result shows that when the train passes through, the main frequency range of ground vibration of testing line is 60-80 Hz, and that of repairing line is 20-40 Hz. The vibration source strength of testing line is greater than that of repairing line, which is about 6 dB. The vibration attenuation rates of testing line and repairing line are about 1.07 and 1.69 dB·m^-1 respectively, which indicates that the attenuation speed of ground vibration strength caused by the repairing line is faster than the testing line. Compared with the non-uniform excitation, the uniform excitation has a significant effect on the vibration of below 10 Hz for the upper building floor. The acceleration level of each layer has obvious peak at 2.5 Hz, which related to the inherent frequency of building floor. Under the load excitation of testing line, the main vibration frequency ranges of low and top floors are 40-60 and 20-40 Hz, respectively, and the central frequency of peak is concentrated at 40.0 Hz. Under the load excitation of repairing line, the main vibration frequency range of each floor is 0-40 Hz, and the central frequency of peak is concentrated at 31.5 Hz. Compared with the single source excitation, the double vibration source excitation increases the degree of Z direction vibration level of building floor by 0-3.5 dB, which should be paid full attention in the environmental vibration evaluation for the upper building of metro depot.
- railway engineering /
- metro depot /
- upper building /
- double vibration source excitation /
- FEM model /
- vibration characteristic

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图 1 地面测点布置(单位: m)

Figure 1. Arrangement of ground measuring points (unit: m)

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图 2 现场地面测点

Figure 2. Field ground measuring points

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图 3 试车线垂向加速度时程与频谱

Figure 3. Time series and frequency spectrums of vertical acceleration in testing line

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图 4 试车线水平加速度时程与频谱

Figure 4. Time series and frequency spectrums of horizontal acceleration in testing line

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图 5 检修线测点S₁垂向加速度时程与频谱

Figure 5. Time series and frequency spectrum of vertical acceleration for point S₁ in repairing line

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图 6 检修线测点S₂垂向加速度时程与频谱

Figure 6. Time series and frequency spectrum of vertical acceleration for point S₂ in repairing line

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图 7 检修线测点S₃垂向加速度时程与频谱

Figure 7. Time series and frequency spectrum of vertical acceleration for point S₃ in repairing line

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图 8 垂向加速度峰值

Figure 8. Vertical peak accelerations

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图 9 垂向加速度级

Figure 9. Vertical acceleration levels

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图 10 上盖建筑物有限元模型

Figure 10. FEM of upper building

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图 11 试车线垂向加速度级

Figure 11. Vertical acceleration levels in testing line

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图 12 试车线观察点k₁加速度级与频谱

Figure 12. Acceleration levels and frequency spectrums of observation point k₁ in testing line

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图 13 检修线观察点k₃加速度级与频谱

Figure 13. Acceleration levels and frequency spectrums of observation point k₃ in repairing line

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图 14 荷载激励下各观察点Z振级曲线

Figure 14. Z direction vibration level curves at different observation points under load excitations

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图 15 各工况下1/3倍频程振动加速度级

Figure 15. Fig.15 1/3octave vibration acceleration levels under different load conditions

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表 1 列车与轨道基本信息

Table 1. Basic information of trains and tracks

参数	试车线	检修线
车型	地铁B型车	地铁B型车
编组	4节	4节
轨道条件	有砟轨道	架空、无缝线路
载重情况	空载	空载
场地情况	室外、大平台一侧	室内、大平台下
平均速度/ (km·h^-1)	40	5

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表 2 加速度级拟合公式

Table 2. Fitting equations of acceleration level

工况	线性拟合式	决定系数
试车线	y=95.05-1.07x	0.97
检修线	y=88.78-1.69x	0.99

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