煤炭工程 ›› 2020, Vol. 52 ›› Issue (2): 52-55.doi: 10.11799/ce202002012

• 施工技术 • 上一篇    下一篇

巴润矿台阶爆破底盘抵抗线数值研究与应用

常建平,张鹏飞,王梦瑶,段军,郭建新   

  1. 1. 内蒙古科技大学
    2. 内蒙古科技大学经济与管理研究院
    3. 包钢集团巴润矿业有限公司
  • 收稿日期:2018-11-14 修回日期:2018-12-20 出版日期:2020-02-10 发布日期:2020-05-11
  • 通讯作者: 张鹏飞 E-mail:704626564@qq.com

Numerical Research and Application of Resistance Line of Bench Blasting in Barur Mine

  • Received:2018-11-14 Revised:2018-12-20 Online:2020-02-10 Published:2020-05-11

摘要: 为了确定巴润矿台阶爆破中最大底盘抵抗线,采用了ANSYS/DYNA数值仿真模拟了底盘抵抗线分别为1200cm、1150cm、1100cm、1050cm不同的4组模型,分析台阶坡底线连续单元的应力值能否达到岩石的屈服强度,得到了最大底盘抵抗线值为1150cm,并进行了现场工业试验验证。实际工况结果表明:采用模拟结果底盘抵抗线1150cm爆破后,底板平整,无明显根底,满足采装设备的采掘要求,模拟结果在巴润矿具有可行性。

关键词: 底盘抵抗线, 数值仿真, 坡底线, 根底

Abstract: In order to determine the maximum chassis resistance line in the step blasting of the Barun mine, ANSYS/DYNA numerical simulation was used to simulate four sets of models with different chassis resistance lines of 1200cm, 1150cm, 1100cm and 1050cm, and the bottom line of the slope was analyzed according to whether the rock was broken. Whether the stress value of the continuous unit reaches the yield strength of the rock, the maximum chassis resistance line value is 1150 cm, and it has been verified by field industrial tests. The actual working conditions show that the simulation results show that the chassis resistance line is 1150cm, and the bottom plate is flat after blasting. There is no obvious foundation, which meets the mining requirements of the mining equipment, and it is feasible in the Barrun mine.

中图分类号: