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 ›› 2026, Vol. 55 ›› Issue (8): 60-.

• 采矿工程 • 上一篇    下一篇

基于混料设计理论的多元全固废基胶凝材料配比优化研究

程爱平,周鹏鸣,朱 晔,王 平,吕旭东   

  1. 武汉科技大学资源与环境工程学院,湖北 武汉 430000
  • 出版日期:2026-08-15 发布日期:2026-09-04
  • 作者简介:程爱平(1986—),男,教授,博士,博士研究生导师。
  • 基金资助:
    国家自然科学基金项目(编号:52474143,51604195)。

Research on Proportion Optimization of Multi-component Full Solid Waste-based Cementitious Materials Based on Mixture Design Theory#br#

CHENG Aiping,ZHOU Pengming,ZHU Ye,WANG Ping,LÜ Xudong   

  1. School of Resources and Environmental Engineering,Wuhan University of Science and Technology,Wuhan 430000,China
  • Online:2026-08-15 Published:2026-09-04

摘要: 针对固废材料资源化利用的低成本充填问题,以脱硫石膏、钢渣、矿渣等多元固废为研究对象,开展多 元全固废基胶凝材料配比优化研究。基于混料设计理论,设计16组配比方案,制备7 d、28 d龄期的多元固废基尾砂 胶结充填体,通过动静态力学试验,探究其力学响应规律及满足动静态强度要求的最优配比。结果表明:① 充填体动 静态抗压强度呈显著正相关,同配比下动态强度均高于静态强度,且28 d龄期充填体的动静态强度普遍高于7 d龄 期。② 基于响应面法构建的强度预测模型准确性良好,结合多元固废因素分析,发现矿渣含量主导静荷载下充填体 强度,脱硫石膏含量对动荷载下强度影响最为显著。③ 灰砂比与料浆浓度固定时,充填体强度由多元固废协同作用 决定,在“低—中量脱硫石膏+适中钢渣+高矿渣”的平衡配比下,多元固废基尾砂胶结充填体强度较高。研究成果可 为固废基胶凝材料的配比设计提供理论指导。

关键词: 固废材料 , 混料设计理论 , 胶结充填体 , 动静态强度 , 最优配比

Abstract: Aiming at the problem of low-cost backfilling utilization for resource-oriented solid waste materials,this study takes multi-component solid wastes such as desulfurized gypsum,steel slag,and slag as the research objects,and conducts re search on the mix ratio optimization of component ratios of multi-component full-solid-waste-based cementitious materials. Based on the mixture design theory,16 groups of mix ratio schemes were designed to prepare multi-component solid-waste based cemented tailings backfill with 7-day and 28-day curing ages.Through dynamic and static mechanical tests,the mechani cal response laws and the optimal mix ratios meeting the dynamic and static strength requirements were explored.The results show that:① The dynamic and static compressive strengths of the backfill exhibit a significant positive correlation.Under the same mix ratio,the dynamic strength is higher than the static strength,and the dynamic and static strengths of the backfill at the 28-day curing age are generally higher than those at the 7-day curing age.② The strength prediction models constructed based on the response surface methodology have good accuracy.Combined with the factor analysis of multi-component solid wastes,it is found that within the material mix ratio range adopted in this experiment,slag content dominates the backfill strength under static load,while desulfurized gypsum content has the most significant impact on the strength under dynamic load.③ When the cement-sand ratio and slurry concentration are fixed,the backfill strength is determined by the synergistic effect of the multi-component solid wastes;the multi-component full-solid-waste-based cemented tailings backfill achieves high strength under the balanced mix ratio of low-to-medium content of desulfurized gypsum + moderate content of steel slag + high content of slag.The research results can provide theoretical guidance for the mix ratio design of solid waste-based cementitious materials.

Key words: solid waste materials,mixture design theory,cemented backfill,dynamic and static strength,optimal mix ratio

中图分类号: