[1]熊海涛①,何理①②,王朝振③,等.隧道爆破振动波形预测方法的构建及应用[J].爆破器材,2025,54(01):50-56.[doi:10.3969/j.issn.1001-8352.2025.01.009]
　XIONG Haitao,HE Li,WANG Chaozhen,et al.Construction and Application of Prediction Method for Vibration Waveform Tunnel Blasting[J].EXPLOSIVE MATERIALS,2025,54(01):50-56.[doi:10.3969/j.issn.1001-8352.2025.01.009]
点击复制

隧道爆破振动波形预测方法的构建及应用()
分享到：

《爆破器材》[ISSN:1001-8352/CN:32-1163/TJ]

卷:
54
期数:
2025年01
页码:
50-56
栏目:
爆破技术
出版日期:
2025-01-09

文章信息/Info

Title:
Construction and Application of Prediction Method for Vibration Waveform Tunnel Blasting
文章编号:
5930
作者:
熊海涛①; 何理①②; 王朝振③; 赵永明①; 钟冬望①; 白文良③
①武汉科技大学冶金工业过程系统科学湖北省重点实验室（湖北武汉，430065）
②江汉大学爆破工程湖北重点实验室（湖北武汉，430065）
③中国铁建大桥工程局集团第三工程有限公司（辽宁沈阳，110043）
Author(s):
XIONG Haitao①;  HE Li①②;  WANG Chaozhen③;  ZHAO Yongming①;  ZHONG Dongwang①;  BAI Wenliang③
① Key Laboratory of Metallurgical Industry Process System Science, Wuhan University of Science and Technology(Hubei Wuhan, 430065)
② Hubei Key Laboratory of Blasting Engineering, Jianghan University (Hubei Wuhan, 430065)
③ China Railway Construction Bridge Engineering Bureau Group Third Engineering Co., Ltd. (Liaoning Shenyang, 110043)
关键词:
小净距隧道; 爆破振动; 振动波形函数; 非线性叠加; 延期时间
Keywords:
small-interval tunnel;  blasting vibration;  vibration waveform function;  nonlinear superposition;  delay time
分类号:
TD235.4
DOI:
10.3969/j.issn.1001-8352.2025.01.009
文献标志码:
A
摘要:
基于单孔柱状药包振动波形函数，依据Blair的非线性叠加理论，利用回归分析将自由面对峰值振速的影响考虑在内，构建了群孔毫秒延时爆破振动波形的预测方法，并应用于隧道爆破段间延期时间的优选。结果表明，群孔毫秒延时爆破振动预测波形与实测波形相比，波峰数量与振动持续时间相同，峰值振速相对误差均小于10%，频谱形状相似，能量分布规律相同。实际工程中，当延期时间为10 ms与20 ms时，会产生峰与峰的叠加，导致振速增大；当延期时间为40 ms与50 ms时，各段波形基本不叠加；当延期时间为30 ms时，振动控制与爆破效果最佳。所建立的爆破振动波形预测方法可应用于隧道爆破工程中延期时间的优选。
Abstract:
Based on the vibration waveform function of a singlehole cylindrical charge and Blair’s nonlinear superposition theory, a prediction method for vibration waveform of a group of holes in the millisecond delay blasting was constructed using regression analysis, taking into account the influence of the free surfaces on the peak vibration velocity. The method was applied to optimize the delay time between tunnel blasting segments. Results show that, compared with the measured waveform, the predicted vibration waveform in the millisecond delay blasting of the group holes has the same number of peaks and vibration duration, the relative error of peak vibration velocity is less than 10%, the spectrum shape is similar, and the energy distribution law is the same. In engineering applications, when the delay time is 10 ms and 20 ms, the superposition of peaks will occur, resulting in an increase in vibration velocity. When the delay time is 40 ms and 50 ms, the waveforms of each segment are basically not superimposed. When the delay time is 30 ms, vibration control and blasting outcomes are optimal. The established method for predicting blasting vibration waveforms can be applied to optimize the delay time in tunnel blasting engineering.

参考文献/References:

［1］陈士海, 魏海霞, 杜荣强, 等. 建筑结构爆破地震效应分析［M］. 北京: 煤炭工业出版社, 2011.

［2］周仕仁, 周建敏, 王洪华, 等. 地铁隧道爆破参数优化及其振动效应研究［J］. 爆破, 2018, 35(2): 85-89.
ZHOU S R, ZHOU J M, WANG H H, et al. Analysis of blasting parameters optimization and blasting vibration effects of subway excavation ［J］. Blasting, 2018, 35(2): 85-89.
［3］孙振, 谢事臻, 张宪堂, 等. 减震孔在小间距隧道爆破开挖中的降振效应［J］. 山东科技大学学报(自然科学板), 2019, 38(1): 25-31, 39.
SUN Z, XIE S Z, ZHANG X T, et al. Vibration reduction effect of damping holes in blasting excavation of tunnels with small spacing ［J］. Journal of Shandong University of Science and Technology (Natural Science), 2019, 38(1): 25-31, 39.
［4］傅洪贤, 赵继罡, 高宇璠. 铁路隧道近距下穿地铁隧道的微振爆破技术［J］. 铁道工程学报, 2019, 36(9): 72-78.
FU H X, ZHAO J G, GAO Y F. Mico-vibration blasting technology for railway tunnels beneath existing metro tunnel in short distance ［J］. Journal of Railway Engineering Society, 2019, 36(9): 72-78.
［5］赵立财. 下穿既有环城公路的隧道爆破减振研究［J］. 爆破器材, 2022, 51(3): 50-56.
ZHAO L C. Study on vibration reduction of tunnel blasting under existing ring road ［J］. Explosive Materials, 2022, 51(3): 50-56.
［6］王立川, 张学民, 吴海宝, 等. 超近接铁路隧道数码雷管错相减振技术应用［J］. 现代隧道技术, 2022, 59(3): 236-245.
WANG L C, ZHANG X M, WU H B, et al. Application of digital detonator staggeredphase vibration abatement technology in railway tunnels with ultraclose spacing ［J］. Modern Tunnelling Technology, 2022, 59(3): 236-245.
［7］袁战会. 爆破减振模型在超大断面浅埋隧道中的应用研究［J］. 铁道建筑技术, 2023(2): 50-53, 82.
YUAN Z H. Research on the application of blasting damping model in shallowburied tunnel with super large section ［J］. Railway Construction Technology, 2023(2): 53-53, 82.
［8］李波, 赵亮, 姜成业. 无中墙连拱隧道后行洞施工工法及爆破振速预测研究［J］. 武汉理工大学学报(交通科学与工程版), 2022, 46(1): 136-140.
LI B, ZHAO L, JIANG C Y. Research on construction method and blasting vibration velocity prediction of backward tunnel of double arch tunnel without middle wall ［J］. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2022, 46(1): 136-140.
［9］丁伟捷, 刘殿书. 露天矿数码电子雷管逐孔起爆条件下质点峰值振速预测［J］. 地球科学, 2023, 48(5): 2000-2010.
DING W J, LIU D S. Blastinginduced peak particle velocity prediction of hole-by-hole blasting operation using digital electronic detonator in open-pit mine ［J］. Earth Science, 2023, 48(5): 2000-2010.
［10］曾晓辉, 张学民, 戴斌, 等. 考虑自由面数量和抵抗线影响的隧道爆破振速预测［J］. 中国安全生产科学技术, 2023, 19(6): 83-89.
ZENG X H, ZHANG X M, DAI B, et al. Prediction of tunnel blasting vibration velocity considering influence of number of free surfaces and resistance line ［J］. Journal of Safety Science and Technology, 2023, 19(6): 83-89.
［11］BLAIR D P. Non-linear superpositon models of blast vibration ［J］. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(2): 235-247.
［12］徐荣文. 自由面对爆破振动效应影响的时频分析［D］. 长沙: 长沙理工大学, 2016.
XU R W. Time-frequency analysis of blasting vibration effect of free surface ［D］. Changsha: Changsha University of Science and Technology, 2016.
［13］刘小鸣, 陈士海. 群孔微差爆破的地表振动波形预测及其效应分析［J］. 岩土工程学报, 2020, 42(3): 551-560.
LIU X M, CHEN S H. Prediction and effect analysis of surface vibration waveform for group hole delay blasting ［J］. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 551-560.
［14］焦永斌. 爆破地震安全评定标准初探［J］. 爆破, 1995(3): 45-47.
［15］唐春海, 于亚伦, 王建宙. 爆破地震动安全判据的初步探讨［J］. 有色金属, 2001, 53(1): 1-4.
TANG C H, YU Y L, WANG J Z. Elementary study of safety criteria for blasting vibration ［J］. Nonferrous Metals, 2001, 53(1): 1-4.

相似文献/References:

[1]郭涛,高振儒,范磊,等.不同位置条件下减震沟减震效应的数值模拟[J].爆破器材,2010,39(02):7.
　GUO Tao,GAO Zhenru,FAN Lei,et al.Numerical Simulation of Damping Effect of Damping Ditch with Different Location[J].EXPLOSIVE MATERIALS,2010,39(01):7.
[2]李德林.,刘强,高振儒..建筑物附近大量石方爆破振动监测及控制[J].爆破器材,2009,38(04):30.
　LI Delin,LIU Qiang,GAO Zhenru.Ground Vibration Monitoring and Control of the Mass Rock Blasting Excavation near Building[J].EXPLOSIVE MATERIALS,2009,38(01):30.
[3]史秀志王怀勇刘金明江文君.基于粗糙集的影响爆破振动特征参量因素的敏感性分析[J].爆破器材,2009,38(02):1.
　SHI Xiuzhi,WANG Huaiyong,LIU Jinming.,et al.Sensitivity Analysis of the Factors Impact of Blasting Vibration Characteristic Parameters Based on Rough Set Theory[J].EXPLOSIVE MATERIALS,2009,38(01):1.
[4]宁强,方向,汪明星.阳江核电站负挖爆破地震波衰减参数的回归分析与研究[J].爆破器材,2009,38(02):29.
　NING Qiang,FANG Xiang,WANG Mingxing.Regression and Analysis for Attenuation Parameters of Blasting Seismic Wave in Negative Digging at Yangjiang Nuclear Power Station[J].EXPLOSIVE MATERIALS,2009,38(01):29.
[5]郭涛,冯彬,李裕春,等.不同起爆方式对水下深孔爆破危害效应影响的数值模拟[J].爆破器材,2012,41(01):29.
　GUO Tao,FENG Bin,LI Yuchun,et al.Numerical Simulation of Harmful Effect of Underwater Deephole Blasting with Different Ignition Mode[J].EXPLOSIVE MATERIALS,2012,41(01):29.
[6]刘超①,李东涛②,欧仙荣①,等.电子雷管在紫金山金铜矿的应用[J].爆破器材,2012,41(01):35.
　LIU Chao,LI Dongtao,OU Xianrong,et al.Application of Electronic Detonator in Zijinshan Gold Copper Mine[J].EXPLOSIVE MATERIALS,2012,41(01):35.
[7]王洪刚①,王洪强②,陈郁华③,等.复杂环境下水下爆破振动效应控制技术[J].爆破器材,2012,41(02):24.
　WANG Honggang,WANG Hongqiang,CHEN Yuhua,et al.The Control of the Underwater Blasting Vibration Effect in Complex Environment[J].EXPLOSIVE MATERIALS,2012,41(01):24.
[8]王振雄,顾文彬,秦入平,等.水下深孔爆破间隔装药起爆时差影响的数值模拟[J].爆破器材,2012,41(03):8.
　WANG Zhenxiong,GU Wenbin,QIN Ruping,et al.Numerical Simulation of the Effect of Initiation Time Difference on Underwater Deephole Compartment Blasting[J].EXPLOSIVE MATERIALS,2012,41(01):8.
[9]徐振洋,杨军,陈占扬.临近隧道爆破振动的能量分布特征研究[J].爆破器材,2013,42(03):5.[doi:10.3969/j.issn.1001-8352.2013.03.002]
　XU Zhenyang,YANG Jun,CHEN Zhanyang.Research on the Energy Distribution of Blasting Vibration Signals from Nearby Tunnel[J].EXPLOSIVE MATERIALS,2013,42(01):5.[doi:10.3969/j.issn.1001-8352.2013.03.002]
[10]闫鸿浩,刘智远,李晓杰.烟囱爆破拆除及其振动测试分析[J].爆破器材,2013,42(03):21.[doi:10.3969/j.issn.1001-8352.2013.03.005]
　YAN Honghao,LIU Zhiyuan,LI Xiaojie.Chimney Blasting Demolition and Analysis of Vibration Measurement[J].EXPLOSIVE MATERIALS,2013,42(01):21.[doi:10.3969/j.issn.1001-8352.2013.03.005]

备注/Memo

备注/Memo:
收稿日期：2024-02-27
基金项目：国家自然科学基金(52274136，51904210)；爆破工程湖北省重点实验室基金(BL2021-11)；湖北省重点研发计划项目(2020BCA084)
第一作者：熊海涛(1996-),男，硕士研究生，主要从事爆破振动控制方面的研究。E-mail:Ee837398551@163.com
通信作者：王朝振(1986-),男，高级工程师，主要从事铁道工程设计方面的研究。E-mail:1620427159@qq.com
更新日期/Last Update: 2025-01-10