中国爆破振动控制技术的新进展
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摘要
总结了近年来爆破振动波的传播和衰减规律、减振控制方法和远程实时爆破振动测试技术方面的最新研究成果,介绍了基于单孔爆破振动基波的叠加组合预测模型,探讨了人性化爆破振动安全评价标准,对电子雷管精确延迟实现干扰降振的科学研究和经验进行了总结,全面反映了爆破振动安全控制的最新成果。
The latest research results of blasting vibration were summarized,such as the blasting wave propagation and decay theory,vibration reduction method and remote real-time blasting vibration monitoring technology.The combination forecasting model based on single hole blasting vibration wave was introduced and the humanized blasting vibration safety criterion was also discussed.The scientific research and experience of accurate time delay technology with electronic detonator in vibration reduction was summarized.The summary reflects the latest achievements of blasting vibration safety control in China.
The latest research results of blasting vibration were summarized,such as the blasting wave propagation and decay theory,vibration reduction method and remote real-time blasting vibration monitoring technology.The combination forecasting model based on single hole blasting vibration wave was introduced and the humanized blasting vibration safety criterion was also discussed.The scientific research and experience of accurate time delay technology with electronic detonator in vibration reduction was summarized.The summary reflects the latest achievements of blasting vibration safety control in China.
引文
[1]娄建武,龙源,方向,等.基于反应谱值分析的爆破震动破坏评估研究[J].爆炸与冲击,2003,23(1):41-46.[1]LOU Jian-wu,LONG Yuan,FANG Xiang,et al.Studyon blasting vibration damage based on response spectrum[J].Explosion and Shock Waves,2003,23(1):41-46.(in Chinese)
[2]中国生,熊正明.基于小波包能量谱的建(构)筑物爆破地震安全评估[J].岩土力学,2010,31(5):1522-1528.[2]ZHONG Guo-sheng,XIONG Zheng-ming.Safety assess-ment of structure by blasting seism based on waveletpacket energy spectra[J].Rock and Soil Mechanics,2010,31(5):1522-1528.(in Chinese)
[3]YANG R L.PPV management and frequency shifting insoft ground near highwalls to reduce blast damage[C]∥Asian-Pacific Symposium on Blasting Techniques,2009:72-83.{4]卢文波,W Hustrulid.质点峰值振动速度衰减公式的改进[J].工程爆破,2002,8(3):1-4.
[4]LU Wen-bo,HUSTRULID W.An improvement to the e-quation for the attenuation of the peak particle velocity[J].Engineering Blasting,2002,8(3):1-4.(in Chi-nese)
[5]魏晓林,郑炳旭.干扰减振控制分析与应用实例[J].工程爆破,2009,15(2):1-6.[5]WEI Xiao-lin,ZHENG Bing-xu.Analysis of controlblast-induced vibration&practice[J].Engineering Blas-ting,2009,15(2):1-6.(in Chinese)
[6]宋光明,曾新吾,陈寿如,等.基于波形预测小波包分析模型的降振微差时间选择[J].爆炸与冲击,2003,23(3):163-168.[6]SONG Guang-ming,ZENG Xin-wu,CHEN Shou-ru,etal.The selection of millisecond delay interval of blastingfor decreasing ground vibration based on the waveletpackets prediction model of waveforms[J].Explosion andShock Waves,2003,23(3):163-168.(in Chinese)
[7]BLAIR D P,ARMSTRONG L W.Spectral control ofground vibration using electronic delay detonators[J].Fragblast-International Journal of Blasting and Fragmenta-tion,1999,3(4):303-334.
[8]杨年华,张志毅.隧道爆破振动控制技术研究[J].铁道工程学报,2010(1):82-86.[8]YANG Nian-hua,ZHANG Zhi-yi.Research on the con-trol technology for tunnel blasting vibration[J].Journalof Railway Engineering Society,2010(1):82-86.(inChinese)
[9]霍永基,建筑结构爆破地震动力反应分析法[C]∥工程爆破文集(第六辑):719-724.
[10]黄吉顺,蒋志光.爆破震动工程特性及其安全技术措施[C]∥工程爆破文集(第六辑):747-751.
[11]钱胜国,王文辉.爆破震动作用结构动力响应反应谱问题[C]∥工程爆破文集(第七辑):683-687.
[12]吴新霞,钱胜国.三峡碾压混凝土围堰爆破地震响应计算[C]∥工程爆破文集(第七辑):718-724.
[2]中国生,熊正明.基于小波包能量谱的建(构)筑物爆破地震安全评估[J].岩土力学,2010,31(5):1522-1528.[2]ZHONG Guo-sheng,XIONG Zheng-ming.Safety assess-ment of structure by blasting seism based on waveletpacket energy spectra[J].Rock and Soil Mechanics,2010,31(5):1522-1528.(in Chinese)
[3]YANG R L.PPV management and frequency shifting insoft ground near highwalls to reduce blast damage[C]∥Asian-Pacific Symposium on Blasting Techniques,2009:72-83.{4]卢文波,W Hustrulid.质点峰值振动速度衰减公式的改进[J].工程爆破,2002,8(3):1-4.
[4]LU Wen-bo,HUSTRULID W.An improvement to the e-quation for the attenuation of the peak particle velocity[J].Engineering Blasting,2002,8(3):1-4.(in Chi-nese)
[5]魏晓林,郑炳旭.干扰减振控制分析与应用实例[J].工程爆破,2009,15(2):1-6.[5]WEI Xiao-lin,ZHENG Bing-xu.Analysis of controlblast-induced vibration&practice[J].Engineering Blas-ting,2009,15(2):1-6.(in Chinese)
[6]宋光明,曾新吾,陈寿如,等.基于波形预测小波包分析模型的降振微差时间选择[J].爆炸与冲击,2003,23(3):163-168.[6]SONG Guang-ming,ZENG Xin-wu,CHEN Shou-ru,etal.The selection of millisecond delay interval of blastingfor decreasing ground vibration based on the waveletpackets prediction model of waveforms[J].Explosion andShock Waves,2003,23(3):163-168.(in Chinese)
[7]BLAIR D P,ARMSTRONG L W.Spectral control ofground vibration using electronic delay detonators[J].Fragblast-International Journal of Blasting and Fragmenta-tion,1999,3(4):303-334.
[8]杨年华,张志毅.隧道爆破振动控制技术研究[J].铁道工程学报,2010(1):82-86.[8]YANG Nian-hua,ZHANG Zhi-yi.Research on the con-trol technology for tunnel blasting vibration[J].Journalof Railway Engineering Society,2010(1):82-86.(inChinese)
[9]霍永基,建筑结构爆破地震动力反应分析法[C]∥工程爆破文集(第六辑):719-724.
[10]黄吉顺,蒋志光.爆破震动工程特性及其安全技术措施[C]∥工程爆破文集(第六辑):747-751.
[11]钱胜国,王文辉.爆破震动作用结构动力响应反应谱问题[C]∥工程爆破文集(第七辑):683-687.
[12]吴新霞,钱胜国.三峡碾压混凝土围堰爆破地震响应计算[C]∥工程爆破文集(第七辑):718-724.
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