Revealing the tricalcium silicate formation behaviors in modified EAF slag at high temperatures for the production of electric recycled cement

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-12-06 DOI:10.1016/j.cemconres.2024.107756
Mingrui Yang, Zhiming Yan, Zushu Li
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Abstract

The formation behaviors of tricalcium silicate (C3S) in modified EAF slag were investigated to assess the feasibility of using EAF slag for cement clinker production. For the formation conditions of C3S, the C3S content in slag exhibits a notable increase with elevating slag basicity and reaction time, while only a slight enhancement with temperature rising from 1400 °C to 1500 °C. The C3S formation mechanism depends on the local conditions in the slag. In the lime-rich region it primarily takes place through the direct formation, i.e. 3CaO(s) + SiO2(l) = 3CaO·SiO2(s), controlled by the diffusion of SiO44− in liquid phase. Conversely, in the dicalcium silicate (C2S) rich region, C3S formation primarily occurs via the indirect formation: 2CaO·SiO2(s) + CaO(l) = 3CaO·SiO2(s), with the reaction being controlled by the diffusion of Ca2+ in the liquid slag.
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揭示改性电炉炉渣在高温下的硅酸三钙形成行为,用于生产电再生水泥
研究了改性电炉炉渣中硅酸三钙(C3S)的形成行为,以评价电炉炉渣用于水泥熟料生产的可行性。对于C3S的形成条件,随着矿渣碱度和反应时间的升高,矿渣中C3S含量显著增加,而在1400 ~ 1500℃温度范围内,随着温度的升高,C3S含量仅略有增加。C3S的形成机理取决于炉渣中的局部条件。富石灰区主要通过直接生成,即3CaO(s) + SiO2(l) = 3CaO·SiO2(s),受液相SiO44−的扩散控制。相反,在硅酸二钙(C2S)富集区,C3S的生成主要通过间接生成:2CaO·SiO2(s) + CaO(l) = 3CaO·SiO2(s),反应受Ca2+在液渣中的扩散控制。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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