{"title":"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","authors":"Mingrui Yang, Zhiming Yan, Zushu Li","doi":"10.1016/j.cemconres.2024.107756","DOIUrl":null,"url":null,"abstract":"<div><div>The formation behaviors of tricalcium silicate (C<sub>3</sub>S) in modified EAF slag were investigated to assess the feasibility of using EAF slag for cement clinker production. For the formation conditions of C<sub>3</sub>S, the C<sub>3</sub>S 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 C<sub>3</sub>S 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) + SiO<sub>2</sub>(l) = 3CaO·SiO<sub>2</sub>(s), controlled by the diffusion of SiO<sub>4</sub><sup>4−</sup> in liquid phase. Conversely, in the dicalcium silicate (C<sub>2</sub>S) rich region, C<sub>3</sub>S formation primarily occurs via the indirect formation: 2CaO·SiO<sub>2</sub>(s) + CaO(l) = 3CaO·SiO<sub>2</sub>(s), with the reaction being controlled by the diffusion of Ca<sup>2+</sup> in the liquid slag.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"189 ","pages":"Article 107756"},"PeriodicalIF":10.9000,"publicationDate":"2024-12-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Revealing the tricalcium silicate formation behaviors in modified EAF slag at high temperatures for the production of electric recycled cement\",\"authors\":\"Mingrui Yang, Zhiming Yan, Zushu Li\",\"doi\":\"10.1016/j.cemconres.2024.107756\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The formation behaviors of tricalcium silicate (C<sub>3</sub>S) in modified EAF slag were investigated to assess the feasibility of using EAF slag for cement clinker production. For the formation conditions of C<sub>3</sub>S, the C<sub>3</sub>S 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 C<sub>3</sub>S 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) + SiO<sub>2</sub>(l) = 3CaO·SiO<sub>2</sub>(s), controlled by the diffusion of SiO<sub>4</sub><sup>4−</sup> in liquid phase. Conversely, in the dicalcium silicate (C<sub>2</sub>S) rich region, C<sub>3</sub>S formation primarily occurs via the indirect formation: 2CaO·SiO<sub>2</sub>(s) + CaO(l) = 3CaO·SiO<sub>2</sub>(s), with the reaction being controlled by the diffusion of Ca<sup>2+</sup> in the liquid slag.</div></div>\",\"PeriodicalId\":266,\"journal\":{\"name\":\"Cement and Concrete Research\",\"volume\":\"189 \",\"pages\":\"Article 107756\"},\"PeriodicalIF\":10.9000,\"publicationDate\":\"2024-12-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Cement and Concrete Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0008884624003375\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement and Concrete Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0008884624003375","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Revealing the tricalcium silicate formation behaviors in modified EAF slag at high temperatures for the production of electric recycled cement
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.
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.