煤炭工程 ›› 2017, Vol. 49 ›› Issue (4): 43-45.doi: 10.11799/ce201704014

• 施工技术 • 上一篇    下一篇

基于PPV安全判据的顶板弱化爆破参数优化设计

徐轩,徐颖,傅菊根,汪海波,郑志涛   

  1. 安徽理工大学
  • 收稿日期:2016-06-22 修回日期:2016-07-18 出版日期:2017-04-09 发布日期:2017-05-16
  • 通讯作者: 徐颖 E-mail:429011408@qq.com

Based on PPV Safety Criteria of Weakening Roof Blasting Parameter Optimization Design

  • Received:2016-06-22 Revised:2016-07-18 Online:2017-04-09 Published:2017-05-16

摘要: 针对综采工作面高地应力坚硬顶板弱化问题,以祁东矿3245工作面为工程背景,通过LS-DYNA模拟得到了初始地应力20MPa、侧向压力系数为0.5时顶板岩体中爆炸应力波和爆破振动的时间历程曲线,研究了峰值应力与振速随爆心距的衰减规律。通过引入初始应力修正系数对PPV安全判据得出的裂隙区半径进行修正,最终结果表明最大炮孔间距小于13.4m时顶板岩石的爆破损伤效果较好,现场应用对研究结论的合理性进行了验证,可为类似工程爆破的参数设计提供参考。

关键词: PPV安全判据, 顶板弱化, 爆破参数, 初始地应力, 数值模拟

Abstract: Aiming at the problem of blasting parameters of the weakening of high in-situ stress weaken hard roof in fully mechanized coal mining face, depending on the project of 3245 working face of Qidong mine, using LS-DYNA to simulate the explosive stress wave in rock mass and the time history curve of blasting vibration when the initial geostress is 20 MPa and the lateral pressure coefficient is 0.5, and studied the peak stress and velocity with the attenuation law of pitch. With the introduction of the initial stress correction coefficient of PPV safety criteria of fracture zone radius, the result shows that when the artillery hole spacing is less than 13.4 m of roof rock blasting damage effect is better, and field application of the rationality of the research conclusion is verified. It provides a reference for the design of similar engineering blasting parameters .

中图分类号: