摘要
为了研究重载列车在路基段运行诱发的地面振动传播与衰减规律,本文通过现场实测得到了不同车型、不同车速的列车通过测试区时,地面不同距离测点的三个方向的振动数据,分析测点振动速度的幅值、振级与频谱特性,得到了地面振动与车速、轴重、振源距离之间的关系。研究发现,近轨7.5m处的竖向振动呈现宽频特征,随着距离增加,50Hz以上的高频振动迅速衰减,对比不同方向的振动,竖向振动随距离衰减呈现明显的幂函数特征,14m以后衰减相对缓慢,而纵向振动呈线性衰减,且振动随距离衰减的过程中存在局部放大现象。车速和轴重对峰值振动速度均有较大影响,振动随车速、轴重的增大而增大。
In order to study the propagation and attenuation law of ground vibration induced by the operation of heavy-haul trains in roadbed section,the vibration data in three direc-tions of ground measurement points at different distances was obtained through field test,when the different vehicle type and speed trains pass through the testing area.The ampli-tude,level,and frequency characteristics of the vibration velocity were analyzed,the relation-ship between ground vibration and vehicle speed,axle load,and the distance to the vibra-tion source was obtained.The test results show that the vertical vibration at 7.5m near the railway track exhibits broadband characteristics,and as the distance increases,the high-fre-quency vibration above 50Hz attenuates rapidly.Compared with vibrations in different direc-tions,the vertical vibration exhibits obvious power function characteristics with distance de-cay,and the attenuation is relatively slow after 14m,while the longitudinal vibration attenu-ates linearly,and there is local amplification in the process of vibration attenuation with dis-tance decay.The vehicle speed and axle load have great effects on the peak vibration speed,and the vibration increases with the increase of vehicle speed and axle load.
作者
胡晶晶
HU Jing-jing(Wuhan Institute of Shipbuilding Technology,Wuhan 430050,China)
出处
《武汉船舶职业技术学院学报》
2023年第6期95-100,共6页
Journal of Wuhan Institute of Shipbuilding Technology
基金
湖北省教育厅科学研究计划项目“高架轨道交通诱发环境振动机理研究”(项目编号:B2022514)
武汉船舶职业技术学院“地铁高架段对紧邻建筑物的振动影响”(项目编号:2021z02)。
关键词
重载铁路
现场测试
振动特性
传播和衰减
heavy-haul railway
field test
vibration characteristics
propagation and attenuation