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金属矿山 ›› 2022, Vol. 51 ›› Issue (05): 50-55.

• 采矿工程 • 上一篇    下一篇

急倾斜中厚破碎矿体空场嗣后充填安全开采技术研究

张东杰1拓明轩1刘树新1王健多2   

  1. 1.内蒙古科技大学矿业与煤炭学院,内蒙古 包头 014010;2.中国石油辽河油田公司,辽宁 盘锦 124010
  • 出版日期:2022-05-15 发布日期:2022-05-27
  • 基金资助:
    内蒙古自然科学基金项目(编号:2021BS05011)

Study on Safe Mining Technology of Open Stoping with Subsequent Filling in Steeply Inclined Medium-thick Broken Orebody

ZHANG Dongjie1TUO Mingxuan1LIU Shuxin1WANG Jianduo2   

  1. 1.Institute of Mining and Coal,Inner Mongolia University of Science & Technology,Baotou 014010,China;2.Liaohe Oilfield of CNPC,Panjin 124010,China
  • Online:2022-05-15 Published:2022-05-27

摘要: 针对急倾斜中厚破碎矿体采用浅孔留矿法开采时,存在的采场作业安全条件差、矿石损失贫化大等问题,以锡林浩特萤石矿为工程背景,从岩体可冒性、工艺方法改进、冒落防控等方面对急倾斜中厚破碎矿体空场嗣后充填安全开采技术进行了系统研究。通过矿岩可冒性分析,构建了岩体冒落力学模型,计算得到极限冒落跨度值为5.4~6.4 m,小于矿体的平均厚度(7 m),存在冒落事故风险;从回采作业安全及损失贫化控制角度出发,提出了以垂直深孔落矿阶段矿房法为主的空场嗣后充填开采工艺,给出了采场结构布置方法,采用分段崩矿、中段及阶段出矿方式,确定的合理崩矿步距为1.56 m;在此基础上,分析了采空区顶板冒落冲击风险,计算得到采空区顶板岩体冒落形成的冲击气浪值为34.96 m/s,远远超过了《金属非金属矿山安全规程》(GB 16423—2020)规定的数值,给出了防治冒落冲击灾害的安全散体垫层铺设方法,确定的合理散体垫层厚度为3.3 m。通过现场工业试验,采场作业安全,矿石回采率提高了7.31%,贫化率降低了7.66%,经济效益显著,可实现该类矿山安全高效开采。

Abstract: Aiming at the problems of poor stope operation safety conditions and large ore loss and dilution when the steeply inclined medium-thick broken orebody is mined by the shallow hole retention method.Taking Xilinhot Fluorite Mine as the engineering background,a systematic study on the safe mining technology of open stoping with subsequent filling in steeply inclined medium-thick broken orebody is carried out from the aspects of the rock mass cavability,technological improvement,caving prevention and control.Based on the analysis of rock caving capability,a rock mass caving mechanics model is constructed.The calculated limit caving span is 5.4~6.4 m,which is less than the average thickness (7 m) of the orebody,it is a risk of caving accidents.From the point of view of operation safety and loss and dilution control,the empty field subsequent filling and mining technology based on the vertical deep hole caving stage ore house method is proposed,and the stope structure layout method is given.Using sub-level collapse,middle section and stage ore drawing method,the reasonable caving step is determined to be 1.56 m.On this basis,the impact of the roof caving in the mined-out area is analyzed.The calculated impact air wave value formed by the roof rock mass falling in the goaf is 34.96 m/s,which far exceeds the value specified in the Safety Regulations for Metal and Non-Metallic Mines (GB 16423—2020).A safe loose cushion laying method to prevent falling impact disasters is given,and the reasonable thickness of the bulk cushion layer is 3.3 m.Through on-site industrial tests,stope operations are safe,the ore recovery rate is increased by 7.31%,and the dilution rate is reduced by 7.66%.The economic benefits are significant,and safe and efficient mining of this type of mine can be realized.