硫酸盐含量及合成条件对白橄榄叶铁素体熟料物相组成的影响

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Adam Sabbah, Semion Zhutovsky
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引用次数: 9

摘要

由于其较低的二氧化碳排放量和能源需求,BYF水泥是波特兰水泥的一个很有前途的替代品。然而,评估生产参数对BYF熟料组成的影响是至关重要的。在这项研究中,合成了不同SO3含量的熟料,温度为1100-1400℃,保留时间为15-120 min。利用x射线粉末衍射和Rietveld相分析对所生产的熟料进行了矿物学分析。结果表明,烧制温度为1300 ~ 1350℃,保留时间为30 ~ 60 min,需要过量的SO3才能获得理想的熟料组成。结果表明,SO3有助于β-C2S的稳定和极限值的形成。此外,SO3的增加导致立方叶的含量相对于正交体的增加。结果表明,随着SO3浓度的增加,C4A3$-c中Fe2O3的含量增加,C4AF和晶胞体积减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of sulfate content and synthesis conditions on phase composition of belite-ye'elimite-ferrite (BYF) clinker

BYF cements are a promising alternative to Portland cement due to their lower CO2 emissions and energy demand. However, it is essential to assess how production parameters affect BYF clinker composition. In this study, clinkers with varying SO3 content were synthesized at temperatures of 1100–1400 °C and retention times of 15–120 min. The mineralogy of the produced clinkers was analyzed using X-ray powder diffraction with Rietveld phase analysis. According to the results, firing temperatures of 1300–1350 °C, retention times of 30–60 min, and excess SO3 are needed to obtain the desired clinker composition. It was proved that SO3 contributed to the stabilization of β-C2S and the formation of ye'elimite. Additionally, increasing SO3 resulted in higher contents of cubic ye'elimite relative to orthorhombic. It was demonstrated that the level of Fe2O3 incorporated into C4A3$-c increased with the increase of SO3, as indicated by the decrease in C4AF and unit cell volume.

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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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