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硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (2): 564-571.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

循环流化床粉煤灰组成与含量对其水化胶凝性能的影响

燕可洲1, 孙向阳1, 张鑫泽1, 温凯2, 郭彦霞1, 程芳琴1   

  1. 1.山西大学资源与环境工程研究所, 太原 030006;
    2.山西潞安工程有限公司,长治 046200
  • 收稿日期:2023-08-31 修订日期:2023-11-17 出版日期:2024-02-15 发布日期:2024-02-05
  • 作者简介:燕可洲(1988—),男,博士,副教授。主要从事工业固废资源化利用的研究。E-mail:yankz@sxu.edu.cn
  • 基金资助:
    国家重点研发计划(2020YFB0606205);国家自然科学基金(U21A20321)

Effects of Composition and Content of CFBFA on Hydrated Cementitious Properties

YAN Kezhou1, SUN Xiangyang1, ZHANG Xinze1, WEN Kai2, GUO Yanxia1, CHENG Fangqin1   

  1. 1. Institute of Resources and Environmental Engineering, Shanxi University, Taiyuan 030006, China;
    2. Shanxi Lu'an Engineering Co., Ltd., Changzhi 046200, China
  • Received:2023-08-31 Revised:2023-11-17 Online:2024-02-15 Published:2024-02-05

摘要: 循环流化床粉煤灰(CFBFA)的组成显著影响其水化胶凝性能,明晰组成和含量对其水化胶凝性能的影响规律有助于进一步阐明CFBFA水化胶凝机制。本文通过力学性能测试、X射线衍射分析、扫描电子显微镜-能谱分析方法,研究了CFBFA的组成与含量对其水化胶凝力学性能、物相组成、微观形貌和元素分布的影响。结果表明:不同组成CFBFA胶砂试块的水化胶凝性能具有差异性,主要与CFBFA中所含铝、硅、钙、硫等含量有关,当铝、硅质量分数超过75%时,CFBFA胶砂试块28 d抗压强度约为38 MPa,铝、硅含量高,有利于胶凝体系形成含水化硅酸钙的致密块体;当钙、硫质量分数超过28%时,CFBFA胶砂试块28 d抗压强度降至14.5 MPa左右,钙、硫含量较高会导致胶凝体系出现不利于强度发展的棒状钙矾石;随着水泥添加质量分数从50%增加到90%,CFBFA胶砂试块28 d抗压强度增加了27.2 MPa, CFBFA胶砂试块的力学性能与水泥添加量呈正相关,这是因为水泥不仅自身可发生水化反应并生成自硬性水化产物,而且能促进CFBFA中铝、硅组分的水化反应。该研究可为CFBFA在建筑材料领域的应用提供参考。

关键词: 循环流化床粉煤灰, 力学性能, 物相组成, 微观形貌, 元素分布

Abstract: The chemical composition of circulating fluidized bed fly ash (CFBFA) are significantly affected its hydrated cementitious properties. Based on the effects of composition and content on the hydrated cementitious properties for CFBFA, it is helpful to further clarify the hydrated cementitious mechanism of CFBFA. The effects of composition and content on the hydrated cementitious mechanical properties, phase composition, micro morphology and elemental distribution for CFBFA were investigated by mechanical properties testing, X-ray diffraction analysis and scanning electron microscopy-energy spectroscopy analysis. The results show that the hydrated cementitious properties are obviously different for CFBFA mortar test block with the different chemical compositions. When the mass contents of aluminum and silicon exceeds 75%, the 28 d compressive strength of CFBFA mortar test block is about 38 MPa. When the mass content of calcium and sulfur exceeds 28%, the 28 d compressive strength of CFBFA mortar test block decreases to about 14.5 MPa. The high content of aluminum and silicon are beneficial to the formation of dense blocks with the large percentage of hydrated calcium silicate, while the high content of calcium and sulfur will result in the appearance of rod-shaped calcium alumina, which is not conducive to the development of mechanical property. In addition, with the increase of cement mass fraction from 50% to 90%, the 28 d compressive strength of CFBFA mortar test block increases by 27.2 MPa. The compressive strength of CFBFA mortar test block is positively correlated with the additional amount of cement in hydrated cementitious system, due to the hydration effect of cement itself and its promoting effect on the reaction of CFBFA. This study can provide a theoretical guidance for the application of CFBFA in the field of construction materials.

Key words: CFBFA, mechanical property, phase composition, micro morphology, element distribution

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