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金属矿山 ›› 2014, Vol. 43 ›› Issue (07): 1-6.

• 采矿工程 •    下一篇

急倾斜薄矿脉无底柱分段崩落法结构参数优化

李坤蒙1,2,李元辉1,2,徐帅1,2,陈宗灵3,邬金1,2   

  1. 1.东北大学资源与土木工程学院,辽宁 沈阳 110819;2.深部金属矿山安全开采教育部重点实验室,辽宁 沈阳 110819;3.赤峰柴胡栏子黄金矿业有限公司,内蒙古 赤峰 024039
  • 出版日期:2014-07-15 发布日期:2015-01-08
  • 基金资助:

    * 国家自然科学基金项目(编号:51204031,51274055),高等学校博士学科点专项科研基金项目(编号:20130042110010)。

Optimization on Structural Parameters of Pillarless Sublevel Caving in Steep Narrow Veins

Li Kunmeng1,2,Li Yuanhui1,2,Xu Shuai1,2,Chen Zonglin3,Wu Jin1,2   

  1. 1.College of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China;2.Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Shenyang 110819,China;3.Chifeng Chaihulanzi Gold Mining Co.,Ltd.,Chifeng 024039,China
  • Online:2014-07-15 Published:2015-01-08

摘要: 以金厂沟梁金矿18#矿体急倾斜薄矿脉为依托,利用物理仿真实验,测得倾斜边壁条件下,单漏口端部放矿放出体同时受到上下盘边壁和端壁的切割,放出体形态不规则且向端壁前倾和上盘偏斜;矿岩接触面形成的放出漏斗除受下盘边壁稍加切割外,整体呈现标准漏斗的1/4;废石在散体流动过程中主要沿上盘和端壁混入且下盘损失矿量较大。考虑改善散体的流动性能及降低矿石的损失贫化,设计了最佳出矿进路的布设位置,即应沿走向外壁紧挨下盘脉内布置,且尽量使出矿设备贴近矿体下盘出矿。基于揭示的散体流动规律,可将散体的流动在高度方向上分为自由降落区、过渡区和倾斜边壁控制区3个区段。遵循分段高度应控制在过渡区内的原则,结合现场凿岩设备的配套水平,确定了实际对应的最优分段高度应为12~14 m。最后应用数值模拟方法优化并得到了6 m是脉外运输巷道最小安全距离。该研究为急倾斜薄矿脉以及类似矿体的安全、高效开采提供了技术支撑。

关键词: 急倾斜薄矿脉, 无底柱分段崩落法, 结构参数优化, 散体流动规律, 数值模拟

Abstract: Taking 18# ore-body of steep narrow vein in Jinchanggouliang gold mine as the basis,it is measured that the single drain port face-end ore-drawing bodies are cut by hanging-foot side wall and end wall under incline side wall condition by physical simulation experiment.The drawn ore-body is irregular in sharp and inclines forwards to the end wall and the hanging wall.The funnel that is formed by ore-rock contact surface shows as a 1/4 standard funnel of a whole besides little cutting by the footwall.Waste rock in bulk flow process mixes along the hanging wall and end wall,and ore loss at footwall are huge.To improve the flow properties of bulk and reduce the loss and dilution of ore,the optimal layout of ore drawing route is designed,that is,it should be arranged along the footwall vein and try to approach the drawing equipment to the footwall.Based on the flow law of bulk discovered,the bulk flowing may be divided into three zones of free fall zone,transition zone,and tilted side wall control zone in the height direction.Following the principle of the segment height being controlled within the transition zone,and considering the capacity of drilling equipment,the actual corresponding optimal segmentation height should be determined to be 12m and 14m.Finally,numerical simulation method was applied to optimize and obtain minimum safe distance of haulage drifts at 6m.The study provides technical support for efficient and safe mining of similar steep narrow veins.

Key words: Steep narrow veins, Pillarless sublevel caving, Optimization of structural parameters, Flowing law of bulk, Numerical simulation