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现代矿业 ›› 2022, Vol. 38 ›› Issue (11): 199-.

• 材料·装备 • 上一篇    下一篇

基于正交试验的充填体强度演化规律及配比优化研究

张明   

  1. 新疆哈巴河阿舍勒铜业股份有限公司
  • 出版日期:2022-11-25 发布日期:2023-05-18

Study on the Strength Evolution Law and Proportioning Optimization of Backfill Based on Orthogonal Experiment

ZHANG Ming   

  1. Xinjiang Habahe Ashele Copper Co.,Ltd.
  • Online:2022-11-25 Published:2023-05-18

摘要: 根据矿山实际情况,采用正交试验方法研究了充填浓度、灰砂比、粗骨料含量和养护 龄期等因素对胶结充填体单轴抗压强度的影响规律。结果表明,随充填浓度、养护龄期和灰砂比 的增大,充填体强度呈增长趋势。由于尾砂细颗粒无法有效填充粗骨料之间的空隙,粗骨料含量 在70%~85% 时,随粗骨料含量的增加,充填体强度呈下降趋势。现有条件下粗骨料含量70% 为 最佳值,但粗骨料的种类和级配还有进一步优化的空间。极差分析结果表明,灰砂比对充填体强 度的促进效果最显著,其次是充填浓度和养护龄期。实践中应尽量提高充填浓度和养护龄期,对 采空区的不同位置采用不同的灰砂比,以实现提高充填体强度、降低水泥成本的目的。研究结果 可为矿山充填实践提供指导。

关键词: 胶结充填, 正交试验, 抗压强度, 演化规律, 配比优化

Abstract: According to the actual situation of the mine,the influence of filling concentration,lime sand ratio,coarse aggregate content and curing age on the uniaxial compressive strength of cemented back⁃ fill was studied by using orthogonal experiment method. The results show that the strength of backfill in⁃ creases with the increase of filling concentration,curing age and lime sand ratio. As the fine particles of tailings cannot effectively fill the gap between the coarse aggregates,the strength of the filling body de⁃ creases with the increase of the coarse aggregate content in the range of 70%~85%. The optimum content of coarse aggregate is 70% under the existing conditions,but there is still room for further optimization of the type and grading of coarse aggregate. The range analysis results show that the lime sand ratio has the most significant effect on the strength of backfill,followed by the filling concentration and curing age. In prac⁃ tice,the filling concentration and curing age should be increased as much as possible,and different lime sand ratios should be adopted for different positions of goaf to achieve the purpose of improving the filling strength and reducing the cement cost. The research results can provide guidance for mine filling practice.

Key words: cemented fill, orthogonal experiment, compressive strength, evolution law, proportion opti? mization