首页|连拱隧道中导洞不同起爆位置振动效应研究

连拱隧道中导洞不同起爆位置振动效应研究

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为研究隧道掘进爆破炮孔不同起爆位置振动效应,在连拱隧道中导洞开挖过程中开展相关试验研究,并基于CEEMDAN-小波包对监测到的爆破振动信号进行降噪处理.研究表明:1)采用CEEMDAN-小波包法对爆破振动信号进行去噪,重构,能有效保留爆破振动信号真实信息;2)炮孔不同起爆位置质点峰值振速,反向起爆>中间起爆>正向起爆;振动频率大小范围,正向起爆>反向起爆>中间起爆,其中正向起爆的频率分布更广,且具有多个峰值,有利于能量朝高频转移;3)对重构后的爆破振动信号进行 Hilbert变换,发现隧道掏槽段爆破瞬时能量关系为:反向起爆>中间起爆>正向起爆;随着雷管段别的增加,反向起爆和正向起爆波形较宽、质点峰值振速较大,中间起爆振动波形较窄、质点峰值振速较小;4)对比分析炮孔不同起爆位置破岩块度,反向起爆更为均匀,效果最佳.
Study on vibration effect of different initiation positions of guide tunnel in multi-arch tunnel
In order to study the vibration effect of different initiation positions of tunneling bore holes,the related experimental research was carried out in the pilot excavation of multi-arch,and the noise reduction of the monitored vibration was carried out based on CEEMDAN-wavelet packet.The results show that:1)Using CEEMDAN-wavelet packet method to de-noise and reconstruct vibration can effectively preserve the true information of vibration;2)Reverse initiation>intermediate initiation>forward initiation of particle peak velocity at different initiation positions of bore hole;The range of vibration is forward initiation>reverse initiation>intermediate initiation,in which forward initiation is more widely distributed and has multiple peaks,which is beneficial to energy transfer to high frequency;3)The instantaneous energy relation of the cut section is as follows:reverse initiation>intermediate initiation>forward initiation by Hilbert transform of the reconstructed vibration;With the wide waveform of reverse initiation and forward initiation,the peak velocity of particle is larger,the vibration waveform of intermediate initiation is narrower,and the peak velocity of particle is smaller;4)Compared with different initiation positions of bore holes,the reverse initiation effect is more uniform,with the best effect.

tunnel blastingdifferent initiation pointsCEEMDAN-wavelet packetsignal noise reductionblasting vibration effect

严志豪、高文学、汪艮忠、胡宇、张声辉、张小军

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北京工业大学城市建设学部,北京 100124

浙江利化爆破工程有限公司,浙江 丽水 323000

江西铜业技术研究院有限公司,南昌 330096

隧道爆破 不同起爆位置 CEEMDAN-小波包 信号降噪 爆破振动效应

2024

工程爆破
中国工程爆破协会

工程爆破

CSTPCD北大核心
影响因子:0.848
ISSN:1006-7051
年,卷(期):2024.30(1)
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