煤炭工程 ›› 2025, Vol. 57 ›› Issue (9): 146-155.doi: 10. 11799/ ce202509020

• 研究探讨 • 上一篇    下一篇

煤岩破碎效率驱动的柱状药包延期时间组合优化与验证

王浩,李祥龙,胡涛,李昊明,周宇,王小平   

  1. 1. 昆明理工大学 国土资源工程学院,云南 昆明 650093

    2. 云南省教育厅爆破新技术工程研究中心,云南 昆明 650093

    3. 河南理工大学 土木工程学院,河南 焦作 454000

    4. 国能准能集团有限责任公司 哈尔乌素露天煤矿,内蒙古 鄂尔多斯 010300

    5. 金川集团镍钴股份有限公司 三矿区,甘肃 金昌 737100

  • 收稿日期:2025-04-07 修回日期:2025-07-05 出版日期:2025-09-10 发布日期:2025-10-13
  • 通讯作者: 王浩 E-mail:1415661351@qq.com

Combination optimization and verification of cylindrical charge delay time driven by coal-rock crushing efficiency

  • Received:2025-04-07 Revised:2025-07-05 Online:2025-09-10 Published:2025-10-13

摘要:

基于柱状药包爆破漏斗理论与相似准则,开展了煤台阶单孔变孔深、变孔距爆破漏斗系列试验设计,获取了试验条件下煤岩体的关键爆破参数,包括弹性变形能系数、临界深度比、最佳埋深比以及合理孔间距等。依据柱状药包平方根相似律进行推导,得出在孔径为200mm的工况下,最佳排距为7.60m,最佳孔间距为8.38~10.44m。结合类似工程经验和现场实际情况,对孔间和排间距进行优化,最终确定孔间和排间分别为9m和8m。运用ANSYS/LS-DYNA构建二维数值模型,对42ms×65ms、42ms×100ms两种延期时序下煤岩损伤演化规律与应力波传播特性进行定量表征。在此基础上,揭示延期时间对破碎均匀性的控制机制,即:42ms×100ms的组合通过应力波叠加,能够显著扩展裂隙网络,使有效破碎区面积更大,进而提升煤岩破碎的均匀性。现场工业试验结果显示,在优化时序下爆堆形态呈缓坡状,爆堆高度适中,自由面可见贯穿的裂纹,松散程度合适,大块率降低。相较于42ms×65ms的延期时间组合,电铲作业效率提高约10%,该结果与数值模拟研究结果相吻合。该研究成果从能量匹配与波动干涉角度出发,完善了柱状药包爆破参数设计理论,为露天煤矿高效开采提供了兼具科学性与经济性的工程解决方案。

关键词:

煤岩破碎效率 , 柱状药包,  , 爆破漏斗试验 , 煤岩损伤演化 , 数码电子雷管

Abstract:

Based on the cylindrical charge blasting crater theory and similarity criteria, a series of single-hole blasting crater experiments with variable borehole depths and spacings were designed and conducted on coal bench slopes. Key blasting parameters under experimental conditions were obtained, including the elastic deformation energy coefficient, critical depth ratio, optimal burial depth ratio, and rational borehole spacing of the coal-rock mass. According to the square root similarity law for cylindrical charges, the optimal row spacing for 200 mm borehole diameter was derived as 7.60 m (preferred range: 7.26–7.60 m), with an optimal borehole spacing of 8.38–10.44 m. Combining similar engineering experience and field conditions, the optimized borehole × row spacing was determined as 9 m × 8 m. A 2D numerical model using ANSYS/LS-DYNA was established to quantitatively characterize coal-rock damage evolution and stress wave propagation under two delay time sequences (42 ms × 65 ms and 42 ms × 100 ms), revealing the control mechanism of delay time on fragmentation uniformity. The 42 ms × 100 ms sequence enhanced stress wave superposition, significantly expanded the fracture network, increased the effective fragmentation area, and improved coal-rock fragmentation uniformity. Field trials demonstrated that the optimized timing produced a gentle-sloped muck pile with moderate height, visible through-cracks on free surfaces, appropriate looseness, and reduced boulder rates. Compared to the 42 ms × 65 ms sequence, electric shovel operational efficiency increased by approximately 10%, consistent with numerical simulation results. This research advances cylindrical charge blasting parameter design theory from the perspectives of energy matching and wave interference, providing a scientifically robust and economically viable engineering solution for efficient open-pit coal mining. Keywords:Digital Electronic Detonator; Cylindrical Charge; Blasting Crater Experiment; Delay Time Combination; Coal-Rock Fragmentation Efficiency

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