煤炭工程 ›› 2016, Vol. 48 ›› Issue (1): 74-76.doi: 10.11799/ce201601022

• 生产技术 • 上一篇    下一篇

露天爆破对井工巷道围岩稳定性影响研究

安泰龙1,李俊孟2,齐文跃2,郝德永2,邰阳2   

  1. 1. 内蒙古煤矿设计研究院有限责任公司
    2. 中国矿业大学
  • 收稿日期:2015-04-08 修回日期:2015-06-19 出版日期:2016-01-10 发布日期:2016-02-01
  • 通讯作者: 安泰龙 E-mail:11420154@qq.com

Study on impact of surface blasting on stability of roadway surrounding rock

  • Received:2015-04-08 Revised:2015-06-19 Online:2016-01-10 Published:2016-02-01

摘要: 针对露井联合开采中,露天爆破对井工巷道围岩稳定性造成影响的问题,采用爆破微型测试系统对离爆源最近的井工大巷进行实时监测,并对监测的爆破振动数据进行多元非线性回归分析,得出萨道夫斯基公式中参数K、α,确定了试验矿井露天爆破单响炸药量,以及露天爆源与井工大巷的安全距离,井工巷道锚杆应力实测结果表明,露天矿爆破参数与安全距离的选取可保证井工巷道的安全使用。

关键词: 露天联采, 露天爆破, 单响炸药量, 巷道围岩稳定性, 锚杆应力

Abstract: For the problem of surface blasting will effect the stability of roadway surrounding rock in open-pit and underground mining, here using blasting micro test system to real-time monitoring the nearest roadways from explosion source, and by means of multivariate nonlinear regression analysis of the monitoring data, obtaining the parameter K and α in Saudorsky formula, determining the open-pit blasting single response explosive amount and the safety distance between roadway and explosion source of the mine test. The roadway bolt stress measured results shows that the selection of open-pit blasting parameters and safety distance can ensure the safe use of roadway.

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