欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2021, Vol. 50 ›› Issue (03): 34-39.

• 采矿工程 • 上一篇    下一篇

尾砂粒度对充填体早期强度影响的试验研究

李洪宝,甘德清,鄂鑫雨,陈超,刘志义,张友志   

  1. 1. 华北理工大学矿业工程学院,河北 唐山 063200;2. 河北省矿业开发与安全技术重点实验室,河北 唐山 063009;3. 河钢集团矿业有限公司,河北 唐山 063000
  • 出版日期:2021-03-15 发布日期:2021-03-17
  • 基金资助:
    “十三五”国家重点研发计划项目(编号:2017YFC080460);国家自然科学基金项目(编号:51774137);河北省自然科学基金项目(编号:E2019209326)

Experimental Study on the Effect of Tailings Particle Size on Early Strength of Cement Paste Backfill

LI Hongbao,GAN Deqing,E Xinyu,CHEN Chao,LIU Zhiyi,ZHANG Youzhi   

  1. 1. School of Mining Engineering,North China University of Science and Technology,Tangshan 063200,China;2. Mining Development and Safety Technology key Laboratory of Hebei Province, Tangshan 063009,China;3. HBIS Group Mining Company,Tangshan 063000,China
  • Online:2021-03-15 Published:2021-03-17

摘要: 为提高铁矿全尾砂的回填利用率,实现全尾砂胶结充填在矿山的有效应用,选择冀东地区全尾砂为试验材料,在分析物化性质的基础上,设计了灰砂比为1∶6、1∶12、1∶20和质量浓度为65%、70%、75% 的强度试验,结合XRD能谱和SEM扫描电镜分析,研究了尾砂粒度对充填体早期强度的影响规律,以及对水化产物和孔隙结构的影响。研究表明:尾砂粒径对早期强度影响显著,当尾砂颗粒达到一定细度时,与水泥水 化胶结的契合度能够有效提高,随着粒径的降低,充填体的早期强度越大,并且对灰砂比和料浆浓度的变化越敏感,基于尾砂的特征指标,建立了关于尾砂粒度、灰砂比和料浆浓度的早期强度预测模型,相关系数R> 0.95,误差<2%,相关性好,预测结果可靠, 确定冀东地区采用全尾砂胶结充填的灰砂比在1∶6~1∶8范围内,质量浓度根据充填系统工况取值越高越好。在配比相同的条件下,尾砂粒度减少,充填体养护早期水化 生成的C—S—H凝胶增加,以及充填体内孔隙尺寸和数量减少,宏观表现为强度增强。在冀东地区某矿山进行了强度试验,进一步验证强度预测模型的可靠性,平均误差为3.49%,表明所构建的模型可以准确预测充填 体早期强度,为矿山充填设计提供依据。

关键词: 充填开采, 尾砂粒度, 强度, 预测模型, 水化产物, 孔隙结构

Abstract: In order to improve the utilization efficiency of classified tailings and realized the effective application of cemented paste backfill in mine, the strength test of different cement-tailing ratio (1∶6, 1∶12, 1∶20) and different mass concentration (65%,70%,75%) was designed based on the analysis of physicochemical properties for the unclassified tailings in Jidong area, in combination with X-ray Diffraction (XRD) analysis and scanning electron microscope (SEM) analysis, to study the effect of tailings grain on early strength of cemented paste backfill (CPB) , hydration products and pore structure. The research shows that the tailings particle size has a significant influence on early strength of CPB, that the fit to the cement hydration can be effectively improved when the tailings particles a certain fineness, as the particle size decreases, the early strength of the CPB is greater, and it is more sensitive to changes in the cement-tailing ratio and mass concentration. Based on the characteristic indexes of tailing, an early strength prediction model about tailing particle size, cement-tailing ratio and mass concentration was established, the correlation coefficient R>0.95, the error rate <2%, so the correlation is good, and the prediction result is reliable. It is suggested the cement-tailing ratio of cemented unclassified tailing backfill (CUTB) in Jidong area in the range of 1∶6~1∶8, and the mass concentration is higher according to the working conditions of the filling system. Under the same conditions of the mix proportion scheme, as the particle size of the tailings decreases, the C—S—H gel generated during the early hydration of the CPB, and the pore size and number also decrease, the macro behavior is the increase in strength. Finally,the test was designed in an iron mine in Jidong area,so as to further verify the reliability of the strength prediction model, the average error of the results was 3.49%, indicating that the model can accurately predict the early strength of CPB AND provide a basis for iron mine backfill design.

Key words: filling mining, tailings particles size, strength, prediction model, hydration products, pore structure