岩体软弱夹层对爆破震动信号影响的试验研究

赵新涛;刘东燕

振动与冲击 ›› 2012, Vol. 31 ›› Issue (2) : 161-165.

PDF(1885 KB)
PDF(1885 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (2) : 161-165.
论文

岩体软弱夹层对爆破震动信号影响的试验研究

  • 赵新涛1; 刘东燕2
作者信息 +

Experimental study on soft interlayer impact on blasting vibration signal

  • ZHAO Xin-tao1; LIU Dong-yan2
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摘要

岩体中的软弱夹层对爆破震动信号有明显的影响。在南宁市郊区一采石场进行了软弱夹层影响爆破震动信号的试验,在试验中采用了无线网络控制的爆破震动信号测量系统,并针对以前试验中的不足,改变了药包起爆顺序,试验结果表明:在软弱夹层上方爆破的震动信号时域曲线比较规整简单,频域曲线主峰非常突出明显且高频部分很少;在软弱夹层处及其下方爆破的震动信号时域曲线相对软弱层上方要复杂的多,频域曲线叠加了较多的高频成分,曲线中呈现多峰特性。依据试验结果提出了采用爆破震动信号识别软弱夹层的近似简便方法,并对该法的原理和适用性进行了分析

Abstract

It is obvious that soft interlayer impact on blasting vibration signal. The experiment that how soft interlayer impact on blasting
vibration signals was did in a quarry of Nanning suburb, in the experiment, the blasting vibration signal measurement system that is controlled by wireless network is used,and for the lack of previous experiments, the order of dynamite explosion is changed,the experimental results show that: on condition that blasting area is above soft interlayer, the time domain curves of vibration signals are very simple,the peaks of frequency domain curves are very obvious and high frequency components are few; on condition that blasting area is in or below soft interlayer, the time domain curves of vibration signals are complex than the case that blasting area is above soft interlayer, the increase of more high frequency components in the frequency domain curves are obvious, and curves show multi-peaks characteristics.According to experimental results,the approximate and simple method that soft interlayer can be identify by blasting vibration signal is proposed,and the principle and applicability of the method is analysed.

关键词

爆破试验 / 软弱夹层 / 震动信号 / 影响机理

Key words

blasting experiment / soft interlayer / vibration signal / impact mechanism

引用本文

导出引用
赵新涛;刘东燕. 岩体软弱夹层对爆破震动信号影响的试验研究[J]. 振动与冲击, 2012, 31(2): 161-165
ZHAO Xin-tao;LIU Dong-yan. Experimental study on soft interlayer impact on blasting vibration signal [J]. Journal of Vibration and Shock, 2012, 31(2): 161-165

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