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金属矿山 ›› 2026, Vol. 55 ›› Issue (8): 295-.

• 矿物材料 • 上一篇    

半干法烧结脱硫灰基固化剂协同固化淤泥及其机理研究

王瑞营1 潘 敏2 高 飞2 吴光超1 杜向前2 李明晖1 李灿华1 李家茂3 马孟臣1   

  1. 1.安徽工业大学冶金工程学院,安徽 马鞍山 243002;2.中冶华天工程技术有限公司,安徽 马鞍山 243002; 3.安徽工业大学材料科学与工程学院,安徽 马鞍山 243002
  • 出版日期:2026-08-15 发布日期:2026-09-08
  • 通讯作者: 李灿华(1979—),男,教授,博士,硕士研究生导师。
  • 作者简介:王瑞营(2002—),女,硕士研究生。
  • 基金资助:
    安徽省交通运输行业科技重点项目(编号:2024-KJQD-020);安徽工业大学重大产学研项目(编号:RH2500000468)。

Synergistic Solidification of Dredged Silt by Semi-Dry Sintering Desulfurization Ash-Based Curing Agent and Its Mechanism Study

WANG Ruiying1 PAN Min2 GAO Fei2 WU Guangchao1 DU Xiangqian2 LI Minghui1 LI Canhua1 LI Jiamao3 MA Mengcheng1   

  1. 1.School of Metallurgical Engineering,Anhui University of Technology,Ma′anshan 243002,China; 2.MCC Huatian Engineering and Technology Corporation,Ma′anshan 243002,China; 3.School of Materials Science and Engineering,Anhui University of Technology,Ma′anshan 243002,China
  • Online:2026-08-15 Published:2026-09-08

摘要: 半干法烧结脱硫灰是钢铁行业的大宗固体废弃物,利用率低且易污染环境;河道淤泥含水率高、污染物 含量大,难以直接工程利用。为协同解决两类固废的处理难题,实现“以废治废”,本研究以脱硫灰为主要原料,复配 水泥熟料、粉煤灰、赤泥、矿渣粉及硅灰等,制备适用于河道淤泥固化的复合固化剂。通过XRF、XRD、SEM等手段分 析脱硫灰的理化特性,设计10组不同脱硫灰掺量(15%~60%)的配比,测试固化淤泥的无侧限抗压强度、承载比、自 由膨胀率、含水率、pH值及重金属含量,并结合微观分析揭示固化机理。结果表明:脱硫灰掺量为15%时综合性能最 优,28 d无侧限抗压强度达1.44 MPa,承载比为29.78%,自由膨胀率为2.45%,含水率为19.6%,各项指标均满足路 基回填要求;强度随脱硫灰掺量增加而下降;固化后淤泥中Mn、Zn、Pb、Cr等重金属含量显著降低,远低于国家标准限 值;微观分析表明,脱硫灰中的碱性组分激发胶凝材料的水化反应,生成C-S-H和C-A-S-H凝胶,通过填充孔隙、胶 结颗粒及化学结合固定重金属离子。本研究制备的固化剂为脱硫灰与淤泥的资源化利用提供了可行途径,固化土兼 具环境安全性与工程适用性。

关键词: 半干法烧结脱硫灰 , 固化淤泥 , 复合固化剂 , 无侧限抗压强度 , 重金属固化

Abstract: Semi-dry sintering desulfurization ash is a bulk solid waste generated by the steel industry,characterized by low utilization rate and high environmental pollution potential.River channel silt,on the other hand,exhibits high water content and significant pollutant loads,making it unsuitable for direct engineering application.To synergistically address the disposal challenges of these two types of solid wastes and achieve the concept of "treating waste with waste",this study developed a composite curing agent for river channel silt solidification using desulfurization ash as the main raw material,supplemented by cement clinker,fly ash,red mud,ground granulated blast furnace slag,and silica fume.The physicochemical properties of the desulfurization ash were characterized by XRF,XRD,and SEM.Ten formulations with different desulfurization ash contents (15%~60%) were designed,and the solidified silt was tested for unconfined compressive strength,California bearing ratio (CBR),free swell ratio,water content,pH value,and heavy metal content.The solidification mechanism was elucidated through microstructural analysis.The results show that the optimal desulfurization ash content is 15%,yielding a 28-day unconfined compressive strength of 1.44 MPa,CBR of 29.78%,free swell ratio of 2.45%,and water content of 19.6%,all meeting the re quirements for subgrade backfill.The strength decreases with increasing desulfurization ash content.After solidification,the contents of heavy metals such as Mn,Zn,Pb,and Cr are significantly reduced,far below the national standard limits.Microstructural analysis reveals that the alkaline components in the desulfurization ash activate the hydration reactions of the cemen titious materials,generating C-S-H and C-A-S-H gels,which fill pores,bind particles,and immobilize heavy metal ions through chemical complexation.The developed curing agent provides a feasible pathway for the resource utilization of desulfu rization ash and dredged silt,and the solidified soil exhibits both environmental safety and engineering applicability.

Key words: semi-dry sintering desulfurization ash,solidified silt,composite curing agent,unconfined compressive strength,heavy metal immobilization

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