Ren Chao, Li Keqing, Wang Yonghua, Li Yanfang, Tong Jiannan, Cai Jingyao
School of Civil Engineering, Tangshan University, Tangshan 063000, China.
Hebei Key Laboratory of Construction Engineering and Tailings Comprehensive Utilization, Tangshan 063000, China.
Materials (Basel). 2023 Mar 16;16(6):2385. doi: 10.3390/ma16062385.
Low carbon ferrochrome slag (LCFS) is the metallurgical waste slag from the carbon ferrochrome alloy smelting process. Compared with high carbon ferrochrome slag, LCFS has great potential as cementitious material; the chemical compositions of the two types of slag are quite different. In this research, composite cementitious materials are prepared which use low carbon ferrochrome slag and granulated blast furnace slag (GBFS) as the main raw material. Steel slag mud (SSM) and flue gas desulfurization gypsum (FGDG) are used as the activator. In order to find the variety rule of compressive strength on the composite cementitious materials, a three-factor three-level Box-Behnken design is used to discuss the following independent variables: LCFS content, GBFS content, and water-binder ratio. Moreover, the hydration characteristics of the LCFS-GBFS composite cementitious materials is studied in this paper in terms of hydration product, micromorphology, and hydration degree, based on multi-technical microstructural characterizations. The results show that the compressive strength of the LCFS-GBFS composite cementitious materials is significantly affected by single factors and the interaction of two factors. The mechanical property of the mortar samples at 3, 7, and 28 days are 26.6, 35.3, and 42.7 MPa, respectively, when the LCFS-GBFS-SSM-FGDG ratio is 3:5:1:1 and the water-binder ratio is 0.3. The hydration products of LCFS-GBFS composite cementitious materials are mainly amorphous gels (C-S-H gel), ettringite, and Ca(OH). With the increase of LCFS content, more hydration products are generated, and the microstructure of the cementitious system becomes more compact, which contributes to the compressive strength. The results of this research can provide a preliminary theoretical foundation for the development of LCFS-GBFS composite cementitious materials and promote the feasibility of its application in the construction industry. Deep hydration mechanism analysis and engineering applications should be studied in the future.
低碳铬铁渣(LCFS)是碳铬铁合金冶炼过程产生的冶金废渣。与高碳铬铁渣相比,LCFS作为胶凝材料具有很大潜力;这两种渣的化学成分有很大差异。本研究以低碳铬铁渣和粒化高炉矿渣(GBFS)为主要原料制备复合胶凝材料。钢渣粉(SSM)和烟气脱硫石膏(FGDG)用作激发剂。为了找出复合胶凝材料抗压强度的变化规律,采用三因素三水平的Box-Behnken设计来探讨以下自变量:LCFS含量、GBFS含量和水胶比。此外,基于多技术微观结构表征,从水化产物、微观形貌和水化程度等方面研究了LCFS-GBFS复合胶凝材料的水化特性。结果表明,LCFS-GBFS复合胶凝材料的抗压强度受单因素及两因素交互作用的显著影响。当LCFS-GBFS-SSM-FGDG比例为3:5:1:1且水胶比为0.3时,砂浆样品在3天、7天和28天的力学性能分别为26.6MPa、35.3MPa和42.7MPa。LCFS-GBFS复合胶凝材料的水化产物主要为无定形凝胶(C-S-H凝胶)、钙矾石和Ca(OH)₂。随着LCFS含量的增加,生成更多的水化产物,胶凝体系的微观结构变得更加致密,这有利于抗压强度的提高。本研究结果可为LCFS-GBFS复合胶凝材料的开发提供初步理论基础,并促进其在建筑行业应用的可行性。未来应进一步研究深入的水化机理分析和工程应用。