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金属矿山 ›› 2023, Vol. 52 ›› Issue (03): 36-43.

• 采矿工程 • 上一篇    下一篇

高矿化度矿井水制备尾砂胶结充填体的强度性能

朱庚杰1,2 朱万成2 孙显腾3 王卓然4 荆晓东1 桑来发1
  

  1. 1. 山东黄金矿业科技有限公司充填工程实验室分公司,山东 莱州 261441;2. 东北大学岩石破裂与失稳研究所,辽宁 沈阳 110819;3. 山东黄金集团有限公司,山东 济南 250102;4. 深部金属矿山安全开采教育部重点实验室,辽宁 沈阳 11081
  • 出版日期:2023-03-15 发布日期:2023-04-12
  • 基金资助:
    山东省重大科技创新工程项目(编号:2019SDZY05)。

Strength Properties of Cemented Tailings Backfill Mixed by High Salinity Underground Mine Water

ZHU Gengjie1,2 ZHU Wancheng2 SUN Xianteng3 WANG Zhuoran4 JING Xiaodong1 SANG Laifa1   

  1. 1. Backfill Engineering Laboratory,Shandong Gold Mining Technology Co. ,Ltd. ,Laizhou 261441,China;2. Center for Rock Instability and Seismicity Research,Northeastern University,Shenyang 110819,China;3. Shandong Gold Group Co. ,Ltd. ,Jinan 250102,China;4. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Shenyang 110819,China
  • Online:2023-03-15 Published:2023-04-12

摘要: 为探究含氯盐高矿化度(总溶解固体含量>1 g / L)矿井水对尾砂胶结充填体强度的影响,以我国胶东半 岛渤海湾某金矿尾砂为骨料,使用矿渣基胶凝材料(以脱硫石膏和熟石灰为激发剂)与井下含氯盐矿井水混合制成尾 砂充填体,对充填体抗压强度进行检测,借助 XRD、SEM 和 MIP 表征水化产物和微观结构,并分析了不同脱硫石膏/ 熟 石灰比和矿渣掺量时充填体强度随时间的增长规律。 结果表明:① 该含氯盐高矿化度矿井水可通过促进水化产物形 成和优化充填体结构使充填体强度增强,水化产物仍以钙矾石和 C—S—H 为主,并未因 Cl-、Na+、Ca2+、Mg2+等离子的 掺入形成新的水化产物,但对 C—S—H 分子结构的影响需进一步研究;② 充填体强度随脱硫石膏/ 熟石灰比和矿渣 掺量的增加先增长后降低,峰值强度出现时的脱硫石膏/ 熟石灰比随养护时间是变化的,而矿渣掺量固定在 67. 8%, 在具体工程实践中可调整脱硫石膏与熟石灰的比例,以满足充填体强度的时间需求。 研究结果有助于实现矿井水液 废和尾砂、脱硫石膏等固废在矿山充填中的协同利用。

关键词: 尾砂胶结充填, 矿渣基胶凝材料, 高矿化度矿井水, 水化过程, 强度

Abstract: In order to explore the influence of high salinity mine water (total dissolved solid content >1 g / L) containing chlorine on strength of cemented tailings backfill,taking tailings from a gold mine in Bohai Bay,Jiaodong Peninsula,China as aggregate,the compressive strength of backfill prepared by mixing slag-based cementing materials ( desulfurized gypsum and hydrated lime as activator) and tailings with high salinity mine water was tested. The hydration products of the slag-based binder and micro-structure of harden backfill were detected by X-ray diffractometer,scanning electron microscope and mercury porosimeter. The influence of variables (mass ratio of desulfurized gypsum / hydrated lime and slag dosage) on strength of backfill was analyzed. The results show that:① The introduced high salinity underground mine water containing chlorine promotes the formation of hydration products and optimizes the microstructure of backfill,thus obtaining the high-strength cemented tailings backfill. Ettringite and calcium silicate hydrate ( C—S—H) are two main hydration products,and no new hydration products are formed due to the incorporation of Cl-,Na+,Ca2+ and Mg2+ ions,but the effect on the molecular structure of C—S—H needs further study. ② The strength of backfill at each curing age increases first and then decreases with the increase of the ratio of desulfurized gypsum to hydrated lime,and the ratio of desulfurized gypsum to hydrated lime corresponding to each peak strength increases with the extension of curing time. However,the optimal slag content corresponding to the peak strength of different ages is always stable at 67. 8%. The proportion of desulfurized gypsum and hydrated lime can be adjusted to meet the time demand for the strength of backfill in specific engineering. The results of this study can provide theoretical basis and technical guidance for the application of high salinity mine water in the preparation of backfill materials for mines. The results ofthis study can provide theoretical basis and technical guidance for the application of high salinity mine water in the preparation of backfill materials for mines.