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金属矿山 ›› 2012, Vol. 41 ›› Issue (03): 6-9+14.

• 采矿工程 • 上一篇    下一篇

某矿全尾砂胶结充填物料性能研究

孙德民1,任建平1,焦华喆2,惠林3   

  1. 1.中国瑞林工程技术有限公司;2.北京科技大学土木与环境工程学院;3.铜陵有色金属集团股份有限公司冬瓜山铜矿
  • 出版日期:2012-03-27 发布日期:2012-04-18
  • 基金资助:

    * 长江学者和创新团队发展计划项目(编号:IRT0950),国家自然科学基金重点项目(编号:50934002)。

Study on the Properties of the Unclassified Tailings Cemented Backfill Materials in a Mine

Sun Demin1,Ren Jianping1,Jiao Huazhe2,Hui Lin3   

  1. 1.China Nerin Engineering Co.,Ltd.;2.School of Civil and Environment Engineering,University of Science and Technology Beijing;3.Dongguashan Copper Mine of Tongling Nanferous Group
  • Online:2012-03-27 Published:2012-04-18

摘要: 某矿现有分级尾砂充填系统效率低、尾砂供应不足、工艺复杂。对该矿全尾砂作为充填骨料的可行性进行研究,配制浓度为66%、68%、70%和72%,灰砂比为1∶4、1∶8、1∶12的全尾砂胶结充填物料,并检测物料的沉降、渗透、凝结、强度等性能。检测表明,全尾矿孔隙率为39.71%,自然安息角为40°,平均粒径为0.049 7 mm,尾砂较细。试验结果表明,料浆的沉降作用产生的泌水率为6.39%~23.76%,浓度提高幅度为1.81%~8.77%,渗透速度为0.25~0.36 cm/h;灰砂比1∶4时,充填料浆终凝时间为26.2~23.9 h;灰砂比1∶8时,终凝时间41.4~40 h,初终凝时间差不超过2 h;各组胶结料浆塌落度为24.9~26.8 cm,流动性较好。各组试样28 d强度在0.38~1.9 MPa,且浓度、水泥量与强度呈正相关的关系。结合矿山采矿方法对凝结时间、强度等的要求,推荐配比为灰砂比1∶8,浓度70%~72%。研究成果可为同类矿山全尾砂胶结充填物力学性能的确定提供参考。  

关键词: 全尾砂, 胶结充填, 充填体性能, 适应性

Abstract: The backfill system with classified tailings in a mine was in low efficiency with its complex process and the supply shortage of tailings.The test on tailings parameters was carried out,the four concentration sample slurry(66%,68%,70% and 72%)were prepared with 3 different dosage of cements(1∶〖KG-*2〗4,1∶〖KG-*2〗8,1∶〖KG-*2〗12)for the capability test of settlement,infiltration,concretion and strength.The results show that the physical characteristics of the tailings were the porosity 39.71%,natural rest angle 40°,average particle size 0.0497 mm,the tailings were finer,the water effusion rate by settlement was 6.39%~23.76%,and concentration increased by 1.81%~8.77%; Penetration speed of 0.25~0.36 cm/h; When cements dosage is 25%,the final concreted time of 26.2~23.9 h; while 12.5%,the concreted time of 41.4~40 h,the final concreted time does not exceed 2 h; the slump height of all samples were 24.9~26.8 cm,the slurry can flow better.The 28 d uniaxial compressive strength were 0.38~1.9 MPa.And the UCS was positive related with slurry concentration,the cements dosage.the suggested ratio was 12.5% cements dosage,backfill concentration was 70%~72% according to the require of mining methods on the concretion time and UCS.The results in the paper was coming to a standard for the determination of cemented fillings slurry performance made by unclassified tailings in similar mines.

Key words: Unclassified tailings, Cemented filling, Fillings performance, Adaptability