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金属矿山 ›› 2026, Vol. 55 ›› Issue (7): 305-.

• • 上一篇    下一篇

不同预处理黄金尾砂对混凝土性能的影响

张旭强1 杨 晶2   

  1. 1.山西工程科技职业大学建筑工程学院,山西 晋中 030619;2.山西大学电力与建筑学院,山西 太原 030031
  • 出版日期:2026-07-15 发布日期:2026-08-24
  • 作者简介:张旭强(1978—),男,讲师,硕士。
  • 基金资助:
    山西省科技厅科技攻关计划项目(编号:201903D121099)。

Effects of Different Pre-treatment of Gold Tailings on the Properties of Concrete

ZHANG Xuqiang1 YANG Jing2   

  1. 1.School of Architectural Engineering,Shanxi Vocational University of Engineering Science and Technology,Jinzhong 030619,China; 2.School of Electric Power and Construction,Shanxi University,Taiyuan 030031,China
  • Online:2026-07-15 Published:2026-08-24

摘要: 为实现黄金尾砂(GTs)的大宗化、高附加值资源化利用,并规避传统干燥预处理带来的高能耗问题,本 研究提出采用预湿GTs等量替代粉煤灰制备普通混凝土。通过设计基准组、干燥GTs组、干燥GTs+补偿水组及预湿 GTs组4组配合比(水胶比0.29),系统比较了3种GTs处理方式对混凝土新拌性能、力学性能、自收缩、抗氯离子渗 透性及微观结构的影响,并结合XRD、TGA、纳米压痕等手段揭示其内养护作用机制。结果表明,预湿GTs组(GT-p) 在3 d、7 d和28 d的抗压强度较基准组分别提高6.4%、8.8%和9.0%,28 d自收缩降低15.8%,电通量降低4.6%,且 孔隙结构显著细化(有害孔减少、凝胶孔增多),微观弹性模量提升12.40%。机理分析证实,预湿GTs(12 h吸水率 20.1%)在水泥水化过程中持续释放水分,维持浆体较高内部相对湿度,有效缓解自干燥效应,促进水化产物生成与 C-S-H凝胶沉积,从而优化界面过渡区与基体密实度。同时,GT-p组在生态效率与成本效益方面均为最优,兼顾了 环境与经济效益。综上,预湿GTs替代粉煤灰制备混凝土是一种兼具高性能、低成本和绿色低碳特征的技术路径,为 GTs的大宗资源化利用提供了可靠的理论依据与工程参考。

关键词: 黄金尾矿 , 混凝土 , 处理方式 , 抗压强度 , 孔隙结构 , 内养护

Abstract: To achieve the large-scale and high-value-added utilization of gold tailings (GTs) and to avoid the high ener gy consumption associated with conventional drying pretreatment,this study proposes the use of pre-wetted GTs as a partial re placement for fly ash in the preparation of ordinary concrete.Four mixtures were designed,including a control group,a dry GTs group,a dry GTs with compensatory water group,and a pre-wetted GTs group,all with a water-to-binder ratio of 0.29.The effects of the three GTs treatment methods on the fresh properties,mechanical properties,autogenous shrinkage,chloride ion permeability,and microstructure of concrete were systematically compared.In addition,X-ray diffraction (XRD),thermogravi metric analysis (TGA),and nanoindentation were employed to reveal the internal curing mechanism.The results indicate that the pre-wetted GTs group (GT-p) exhibited increases in compressive strength of 6.4%,8.8%,and 9.0% at 3 d,7 d,and 28 d,respectively,compared with the control group,while reducing autogenous shrinkage by 15.8% and the total charge passed by 4.6% at 28 d.Furthermore,the pore structure was significantly refined (with fewer harmful pores and more gel pores),and the microscopic elastic modulus was increased by 12.40%.Mechanism analysis confirms that the pre-wetted GTs (with a 12-h wa ter absorption of 20.1%) continuously release water during cement hydration,maintaining a higher internal relative humidity in the paste,effectively mitigating the self-desiccation effect,and promoting the formation of hydration products and the deposition of C-S-H gel,thereby optimizing the interfacial transition zone and matrix densification.Meanwhile,the GT-p group achieved the highest eco-efficiency and cost-effectiveness,balancing environmental and economic benefits. In summary,the use of pre wetted GTs as a replacement for fly ash in concrete production represents a technical route featuring high performance,low cost,and low carbon emissions,providing a reliable theoretical basis and engineering reference for the large-scale resource utili zation of GTs.

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