一种新型的超高残余强度增强地聚合物加入了高温暴露后的刚玉骨料

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yi Li , Ruiwen Jiang , Xinyi Ran , Peipeng Li
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引用次数: 0

摘要

为了提高建筑材料的耐高温性能,研制出火灾后不需要修复的材料,本文以偏高岭土-粉煤灰混合前驱体和刚玉骨料为原料,研制了一种具有热增强超高残余强度特点的新型耐高温地聚合物。测试和分析了地聚合物砂浆在20-1000℃高温下的表面形貌、质量损失、体积收缩率、抗压强度、矿物成分、纳米力学性能、微观结构和孔隙分布。阐明和讨论了不同骨料类型、体积分数和粒度级配对地聚合物砂浆性能演变和热不相容的影响。结果表明,使用刚玉骨料可显著改善地聚合物砂浆的力学性能和耐高温性能。细度模量为1.55的较细刚玉骨料往往能较好地缓解骨料劣化,缓解骨料与地聚合物砂浆的热不相容,从而改善高温后地聚合物砂浆的微观结构和孔隙分布,提高残余抗压强度。随着暴露温度的升高,创新性地设计的地聚合物材料由于具有优异的前驱体烧结和骨料热相容性,强度不断增强,而不是像大多数普通胶凝材料那样出现严重的强度退化。采用刚玉骨料,优化粒径分布,在1000℃下保温1h后,可获得超高的残余抗压强度,强度保持率可达148.5 MPa,强度保持率可达272%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A novel ultra-high residual strength-enhanced geopolymer incorporated corundum aggregates after elevated temperature exposure
In order to improve the high temperature resistance of building materials and develop a material that does not need to be repaired after fire, this paper develops a novel high temperature resistant geopolymer with metakaolin-fly ash blended precursor and corundum aggregates, characterized by thermal enhanced ultra-high residual strength. The surface morphology, mass loss, volume shrinkage, compressive strength, mineral composition, nanomechanical properties, microstructure, and pore distribution of geopolymer mortar before and after exposure to elevated temperatures ranging from 20 to 1000 °C are tested and analyzed. The effects of different aggregate types, volume fractions and particle size gradations on performance evolution and thermal incompatibility in geopolymer mortar are clarified and discussed. The results show that corundum aggregates utilization can significantly improve the mechanical properties and high temperature resistance of geopolymer mortar. The finer corundum aggregates with a smaller fineness modulus of 1.55 tends to better alleviate aggregates deterioration and mitigate thermal incompatibility between aggregate and geopolymer paste, thus improves the microstructure and pore distribution, residual compressive strength of the geopolymer mortar after high temperatures. With the increase of exposure temperatures, the designed geopolymer materials innovatively experiences a continuously enhanced strength attributed to the excellent precursor sintering and aggregate thermal compatibility, instead of severe strength degradation in most normal cementitious materials. By using corundum aggregate and optimized particle size distribution, the ultra-high residual compressive strength and strength retention rate could be achieved after exposure to 1000 °C for 1 h up to 148.5 MPa and 272 %, respectively.
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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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