松湖铁矿无底柱分段崩落法采场结构参数优化
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重庆工程职业技术学院

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Sun Guowen1,Wang Long2
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Chongqing Vocational Institute of Engineering

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    摘要:

    为改善松湖铁矿出矿贫化率高的问题,基于该矿生产概况初选了采场结构参数,采用编组实验法,通过立体放矿实验对初选参数进行了优选,两组优选参数为分段高度20cm-进路间距18cm-崩矿步距4m(2m+2m)与分段高度20cm-进路间距18cm-崩矿步距3.2cm(2cm+1.2cm)。之后现场进行了CM1-CM15实验进路与对比进路CM0~CM16(崩矿步距4.4m)、CM17~CM35(崩矿步距3.6m)的回采效果工业实验。结果表明:崩矿步距4m进路的实践应用效果并不理想,崩矿步距3.2m能达到较高的矿石回收目标,与排距为1.8m、2.2m采区进路相比,其矿石总回收率提高了11%左右,说明优化结构参数与现场工业实验相结合具有推广有效性。

    Abstract:

    The stope structure parameters were selected based on the production situation of Songhu mine to tackle the problem of high ore dilution rate. The results of optimizing these parameters through grouping experiment method and stereoscopic ore drawing similarity experiment were 20cm of the sublevel height, 18 cm of route spacing, 4 m (2 m+2 m) and 3.2 m (2 m+1.2 m) of caving distance. After that, field industrial experiments of CM1-CM15 and CM0-CM16 (4.4m of caving distance) and CM17-CM35 (3.6m of caving distance) were carried out. The results showed that the practical application effect of caving distance with 4m is unsatisfied and caving distance with 3.2m could achieve higher ore recovery target. The total ore recovery rate is increased by about 11% compared with the 1.8m and 2.2m of array pitch. It is demonstrated that the combination of optimized structural parameters and field industrial experiments is effective to spread in the iron mine.

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历史
  • 收稿日期:2018-12-29
  • 最后修改日期:2019-01-22
  • 录用日期:2019-01-23
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