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Study on re-radiated noise in Futian underground hub of Guangzhou-Shenzhen-Hongkong high-speed rail

机译:广州 - 深圳市福田地下枢纽重新辐射噪声研究

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A finite element model considering the high-speed train excitation loads, track structure, vibration reduction measures, foundation soils was established to study the problems of vibration and re-radiated noise in the underground Futian hub of Guangzhou-Shenzhen-Hongkong high-speed rail under the excitation of trains. The first 200 natural frequencies of the station are all within 40Hz, the vibration energy concentrates mainly in the second and third floors, in form of bending vibration mode; the modes of orbital plate mainly accounts for vertical vibration, and the lowest frequency is near 26Hz.When the train passes by at a speed of 200km/h, without damping rubber pads, the maximum vibration level is 57.9 dB, while with damping pads the vibration level decreases by 5~6dB. The re-radiated noise level at the surface of the structure is between 38~55.1dB; With damping measures at the orbits, the corresponding acoustic gain in upper floors is 6dB or so; some low-frequency noise excess the standard, but considering the acoustic measures in upper floors, it should be manageable. It is suggested that the train pass by at lower speed, to further reduce the re-radiated noise, to a create amore comfortable environment.
机译:的有限元模型考虑到高速列车激发载荷,轨道结构,减振措施,地基土的设立是为了研究振动和再辐射在广深港高速铁路的地下福田毂噪声的问题下火车的激励。站的第一200个固有频率都在40Hz的,振动能量集中主要在第二和第三层,在弯曲振动模式的形式;轨道板的模式主要占上下振动,而最低频率是26Hz.When靠近火车在200公里每小时的速度的推移,无阻尼橡胶垫,其最大振动水平是57.9分贝,同时与阻尼垫振动级通过5〜6分贝减小。在该结构的表面上的再辐射噪声电平是38〜55.1分贝之间;与轨道阻尼措施,在上部楼层对应的声增益为6dB左右;一些低频噪声超过标准,但考虑到较高的楼层声学措施,应该是可控的。有人建议,该火车通行证通过以较低的速度,以进一步降低再辐射噪声,在创建Amore的舒适的环境。

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