改善了高岭土与碳酸镁复合煅烧制备的镁硅水泥膏体和砂浆的微观结构和抗压强度

IF 14.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement & concrete composites Pub Date : 2025-03-01 Epub Date: 2025-01-28 DOI:10.1016/j.cemconcomp.2025.105959
J.P.B. Batista , G.C. Cordeiro , L.F. Ribeiro , J.C.B. Moraes
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引用次数: 0

摘要

以MgCO3和高岭土为原料,在MgCO3/高岭土质量比为75/25、800℃、45 min的条件下,分别煅烧MgCO3和高岭土,制备了MgO-SiO2水泥。通过化学组成、容重、粒度分布、XRD、FTIR、BET比表面积等指标对原料进行表征,并通过XRD、FTIR、SEM/EDS、BET比表面积、粒度分布等指标对制备的MgO-SiO2水泥进行分析。膏体的微观结构和反应过程(XRD、FTIR、TGA、等温量热法、化学收缩率和SEM/EDS)进行表征,砂浆的抗压强度进行评估。胶结物的BET和SEM/EDS分析结果证实,复合煅烧增加了颗粒的附着力。25℃固化28 d后的膏体微观结构分析表明,M-A-S-H反应产物形成了致密的基体,铝融入到M-A-S-H结构中;反应后还生成水镁石和水滑石。膏体反应结果表明,在25℃条件下,复合煅烧72 h后产生的水泥反应程度较高。25℃养护28 d后,复合煅烧砂浆的抗压强度最高,达到42.0 MPa,比单独煅烧水泥的抗压强度(13.0 MPa)提高223%。因此,本研究成功地应用复合煅烧法制备了更高强度的MgO-SiO2水泥。
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Improved microstructure and compressive strength of pastes and mortars containing MgO-SiO2 cement produced by combined calcination of MgCO3 and kaolin
MgO-SiO2 cement was produced by combined calcination of MgCO3 and kaolin as raw materials, at a MgCO3/kaolin mass ratio of 3.0 and 800 °C for 45 min. Separate calcination of MgCO3 and kaolin was also conducted under the same conditions. Raw materials were characterized based on their chemical composition, bulk density, particle size distribution, XRD, FTIR, and BET specific surface area, and the MgO-SiO2 cement produced was analyzed using XRD, FTIR, SEM/EDS, BET specific surface area, and particle size distribution. Pastes were produced to characterize microstructure and the reaction process (XRD, FTIR, TGA, isothermal calorimetry, chemical shrinkage, and SEM/EDS), and mortars to assess compressive strength. The results of BET and SEM/EDS analyses of the cements confirmed that combined calcination increased particle adhesion. Microstructural analyses of pastes after 28 days of curing at 25 °C showed the formation of a dense matrix of M-A-S-H reaction product, with aluminum incorporated into the M-A-S-H structure; brucite and hydrotalcite were also generated after the reaction process. Paste reaction results demonstrated that combined calcination produced cement with a higher degree of reaction after 72 h at 25 °C. The highest compressive strength (42.0 MPa) in mortars obtained by combined calcination was recorded after 28 days of curing at 25 °C, 223 % higher than that of separately calcined cement (13.0 MPa). As such, this study successfully applied combined calcination to produce a more strength MgO-SiO2 cement.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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