欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2024, Vol. 53 ›› Issue (5): 92-.

• “矿业青年科学家”专题 • 上一篇    下一篇

基于HSCA 静力破岩的金属矿山遗留矿柱安全低损 回采试验研究

龚 囱1,2 许永斌1,2 刘 畅1,2 戚燕顺1,2 黄志豪1,2 赵 奎1,2 曾 鹏1,2   

  1. 1. 战略金属矿产资源低碳加工与利用江西省重点实验室,江西 赣州 341000; 2. 江西理工大学资源与环境工程学院,江西 赣州 341000
  • 出版日期:2024-05-15 发布日期:2024-06-14

Experimental Study on Safe and Low Loss Recovery of Metal Mine Legacy Ore Pillars Based on HSCA Static Rock Breaking

GONG Cong1,2 XU Yongbin1,2 LIU Chang1,2 QI Yanshun1,2 HUANG Zhihao1,2#br#  ZHAO Kui1,2 ZENG Peng1,2#br#   

  1. 1. Jiangxi Provincial Key Laboratory of Low-Carbon Processing and Utilization of Strategic Metal Mineral Resources,Ganzhou 341000, China;2. School of Resources and Environmental Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,China
  • Online:2024-05-15 Published:2024-06-14

摘要: 针对采用爆破破岩方式对金属矿山遗留矿柱进行回采存在安全性差与矿石损失率高的局限性,将具有 无振动特征的高效静态破碎剂(High Range Static Cracking Agent,HSCA)引入遗留矿柱回采中。通过设计HSCA 膨胀 压应力测试试验与静力破岩试验,分析了HSCA 径向膨胀压应力大小及其分布规律与水灰比的关系。分别从膨胀压 应力分布特征、主裂纹定向控制方法与破岩时效性3 个方面,论证了通过HSCA 静力破岩实现金属矿山遗留矿柱安全 低损回采的可行性。研究结果表明:当水灰比大于理论最优水灰比时,膨胀压应力随着水灰比的增大而减小。对于上 向倾斜装药孔膨胀压应力沿孔底至孔口方向呈增大趋势,对于下向倾斜装药孔膨胀压应力则呈减小趋势。采用 HSCA 静力破岩对遗留矿柱进行回采,遗留矿柱主裂纹走向可通过对装药孔进行预切槽、增设诱导片或新增诱导孔等 方式进行定向控制,进而有效降低非破岩区矿岩的再损伤。因此,对于不宜采用爆破破岩方式对遗留矿柱进行回采 的区域,HSCA 静力破岩不仅有利于保障遗留矿柱回采安全,而且可提高遗留矿柱回收率。研究成果可为进一步探索 金属矿山遗留矿柱回采破岩新理论与新技术提供参考。

关键词: 静力破岩 遗留矿柱 膨胀压应力 主裂纹 时效性

Abstract: Aim at the use of blasting to mining legacy ore pillars in metal mines has the limitations of poor safety and high ore loss rate,High Range Static Cracking Agent (HSCA) which has no vibration characteristics is introduced into the mining of legacy ore pillars. Through the design of HSCA expansion compressive stress tests and static rock breaking tests,the magnitude of HSCA radial expansion compressive stress and its distribution pattern in relation to the water-cement ratio were analyzed,and the feasibility of achieving the safe and low-loss mining of legacy pillars in metal mines through HSCA static rock breaking was demonstrated from the characteristics of the distribution of the expansion compressive stress,the method of controlling the orientation of the main crack,and the timeliness of rock breaking,respectively. The results show that when the water- cement ratio is larger than the theoretical optimum water-cement ratio,the expansion compressive stress decreases with the increase of the water-cement ratio. For an upwardly inclined borehole,the expansion compressive stress tends to increase from the bottom of the borehole towards the mouth of the borehole. Conversely,for a downward inclined hole,the expansion compressive stress tends to decrease. By using HSCA static rock breaking,the main crack direction of the legacy ore pillars can be controlled by pre-cutting slots in the charge holes,adding induced sheet or induced holes,which can effectively reduce the re-injury of the non-rock-breaking area of the ore rock. Therefore,for the areas where blasting is not suitable for mining the legacy ore pillars,using HSCA static rock breaking is not only conducive to ensuring the safety of legacy pillar mining,but also improves the legacy pillar mining rate. The study results can provide reference for further exploring the new rock breaking theory and technology of mining the legacy ore pillars in metal mines.

Key words: static rock breaking,legacy ore pillars,expansion compression stress,main crack,timeliness