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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (12): 4406-4412.DOI: 10.16552/j.cnki.issn1001-1625.2025.0489

• 资源综合利用 • 上一篇    下一篇

高岭石含量对石灰石-煅烧黏土-水泥性能的影响

王晴, 单蕊, 李天如, 张强, 程杨, 赵明宇   

  1. 沈阳建筑大学材料科学与工程学院,沈阳 110168
  • 收稿日期:2025-05-14 修订日期:2025-06-17 出版日期:2025-12-15 发布日期:2025-12-30
  • 通信作者: 赵明宇,博士,教授。E-mail:zmyzhaomingyu@sjzu.edu.cn
  • 作者简介:王 晴(1965—),女,教授。主要从事新型胶凝材料、固体废弃物资源化利用,以及高性能混凝土等方面的研究。E-mail:wangqingmxy@126.com
  • 基金资助:
    国家自然科学基金区域创新发展联合基金项目(U24A2048);辽宁省应用基础项目(2022JH2/101300118)

Influence of Kaolinite Content on Performance of Limestone-Calcined Clay-Cement

WANG Qing, SHAN Rui, LI Tianru, ZHANG Qiang, CHENG Yang, ZHAO Mingyu   

  1. School of Materials Science and Engineering, Shenyang Jianzhu University, Shenyang 110168, China
  • Received:2025-05-14 Revised:2025-06-17 Published:2025-12-15 Online:2025-12-30

摘要: 将煅烧后的两种黏土类矿物(煤矸石和偏高岭土)进行复掺以调节煅烧黏土中高岭石含量,制备熟料含量为50%(质量分数)的石灰石-煅烧黏土-水泥(LC3)。通过抗压强度测试、水化热分析、X射线衍射(XRD)、热重分析(TG)及热力学模拟等手段,研究了复掺煅烧黏土在高岭石含量为20%~90%(质量分数)下LC3的力学性能及水化产物变化规律。结果表明,高岭石含量的增加促进了碳酸钙与煅烧黏土中铝酸盐的反应,并消耗水泥熟料水化过程中生成的氢氧化钙和钙矾石。当高岭石含量由20%增至60%时,LC3的力学性能逐渐增强,28 d抗压强度增长33.99%;水化产物中C-(A)-S-H凝胶、钙矾石和碳铝酸盐的生成量增多,熟料反应程度由89.09%降至82.08%。当高岭石含量超过60%时,随着高岭石含量的进一步增加,熟料反应程度的降低幅度及抗压强度的增长幅度均明显减缓,28 d抗压强度仅增长2.77 MPa;水化产物中碳铝酸盐含量增加,但增加幅度相对有限,同时,热力学模拟结果显示C-(A)-S-H凝胶含量减少。

关键词: 石灰石-煅烧黏土-水泥, 煤矸石, 高岭土, 力学性能, 水化产物

Abstract: Two calcined clay minerals (namely coal gangue and metakaolin) were blended to adjust the kaolinite content in calcined clay. This process was employed to prepare limestone-calcined clay-cement (LC3) with 50% (mass fraction) clinker content. The mechanical property and hydration product evolution of LC3 with calcined clay containing 20% to 90% (mass fraction) kaolinite were investigated using a variety of analytical techniques, including compressive strength tests, hydration exothermic analysis, X-ray diffraction (XRD), thermogravimetric analysis (TG), and thermodynamic simulations. The results show that the increase of kaolinite content promotes the reaction between calcium carbonate and aluminate in calcined clay, and consumes calcium hydroxide and ettringite generated during the hydration of cement clinker. When the content of kaolinite increases from 20% to 60%, the mechanical properties of LC3 gradually increase, and the 28 d compressive strength increases by 33.99%. The amount of C-(A)-S-H gel, ettringite and carboaluminate in hydration products increases, and the degree of clinker reaction decreases from 89.09% to 82.08%. When the kaolinite content exceeds 60%, with the further increase of kaolinite content, the decrease of clinker reaction degree and the increase of compressive strength obviously slow down, and the 28 d compressive strength only increases by 2.77 MPa. The content of carboaluminate in hydration products increases, but the increase is relatively limited. At the same time, the thermodynamic simulation results show that the content of C-(A)-S-H gel decreases.

Key words: limestone-calcined clay-cement, coal gangue, kaolin, mechanical property, hydration product

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