碱激发煤矸石-矿渣胶凝材料的制备及性能研究

Preparation and properties investigation of alkali-activated coal gangue-slag cementitious materials

  • 摘要: 为降低水泥行业的碳足迹同时回收利用煤矸石和矿渣等固体废弃物,本文将矿渣作为钙源加入到碱激发煤矸石浆体中,制备碱激发煤矸石-矿渣(AACGS)胶凝材料。研究了矿渣掺量、液固比、碱激发剂模数和碱当量四种影响因素对AACGS试块凝结时间、流动度和抗压强度的影响,确定出最优配合比。此外,研究了矿渣掺量对AACGS试块干燥收缩和毛细吸水性能的影响,并利用等温导热量热仪(TAM Air)、X射线衍射(XRD)、压汞法(MIP)、扫描电镜(SEM)等手段对AACGS试块的水化热、物相组成、孔结构特征、微观形貌进行分析。结果表明:当液固比为0.32、碱激发剂模数为1.3、碱当量为14%时,AACGS胶凝材料的综合性能最优。矿渣掺量的增多可以提高AACGS浆体流动度、抗压强度、抗毛细吸水性能,增大了水化热、加快了凝结时间、细化了孔结构,但导致了较大的干燥收缩。当矿渣掺量为30%时,AACGS材料的抗压强度达到P.O 42.5水泥标准,展现出替代硅酸盐水泥的巨大潜力,对固体废弃物的资源化利用和环保建材的开发具有重要意义。

     

    Abstract: To reduce the carbon footprint of the cement industry and recycle solid waste such as coal gangue and slag, this paper incorporates slag as a calcium source into alkali-activated coal gangue slurry to prepare alkali-activated coal gangue-slag (AACGS) cementitious materials. The effects of four factors—slag content, liquid-to-solid ratio, modulus of alkali activator, and alkali equivalent—on the setting time, fluidity, and compressive strength of AACGS specimens were studied to determine the optimal mix proportions. Additionally, the influence of slag content on the drying shrinkage and capillary water absorption properties of AACGS specimens was investigated. Furthermore, isothermal calorimetry (TAM Air), X-ray diffraction (XRD), mercury intrusion porosimetry (MIP), and scanning electron microscopy (SEM) were employed to analyze the hydration heat, phase composition, pore structure characteristics, and micromorphology of AACGS specimens. The results indicate that AACGS gel materials exhibit optimal overall performance when the liquid-to-solid ratio is 0.32, the modulus of the alkali activator is 1.3, and the alkali equivalent is 14%. Increased slag content enhances the fluidity and compressive strength of AACGS slurry, improves capillary water absorption resistance, increases hydration heat, accelerates setting time, and refines the pore structure, but it also leads to greater drying shrinkage. When the slag content is 30%, the compressive strength of AACGS cementitious materials meets the P.O 42.5 cement standard, demonstrating significant potential as a replacement for Portland cement. This has important implications for the resource utilization of solid waste and the development of environmentally friendly building materials.

     

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