Influence of Nano-Activated CaCO3-Metakaolin on Early Strength and Microstructure of Cement

Qingfu Li, Hailong Wang, Huijun Xue
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Abstract

The early strength, microstructure, and structure of cement mortar under low-temperature curing conditions were investigated through compressive strength tests, scanning electron microscopy, x-ray diffraction, synchronous thermal analysis (thermogravimetric analysis coupled with differential scanning calorimetry), and nuclear magnetic resonance tests. The study focused on the impact of the single addition of nano-activated CaCO3 (NAC) and the simultaneous addition of metakaolin (MK) on cement mortar. The results indicate that the addition of NAC accelerated the early hydration of cement. At a 1% dosage, the compressive strength increased by 6.84%, 14.77%, and 18.58% at 1 day, 3 days, and 7 days, respectively. When 5% MK was co-added, the compressive strength increased by 15.16%, 27.85%, and 21.66% at 1 day, 3 days, and 7 days, respectively. The combination of NAC and MK accelerated the hydration of cement, refined the products, reduced the porosity, improved the microstructure, and enhanced the early compressive strength of cement-based materials.
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纳米活性 CaCO3-Metakaolin 对水泥早期强度和微观结构的影响
通过抗压强度试验、扫描电子显微镜、X 射线衍射、同步热分析(热重分析耦合差示扫描量热法)和核磁共振试验,研究了低温固化条件下水泥砂浆的早期强度、微观结构和构造。研究重点是单一添加纳米活化 CaCO3(NAC)和同时添加偏高岭土(MK)对水泥砂浆的影响。结果表明,添加 NAC 可加速水泥的早期水化。掺量为 1%时,1 天、3 天和 7 天的抗压强度分别提高了 6.84%、14.77% 和 18.58%。当同时添加 5%的 MK 时,1 天、3 天和 7 天的抗压强度分别提高了 15.16%、27.85% 和 21.66%。NAC 和 MK 的组合加速了水泥的水化,细化了产品,降低了孔隙率,改善了微观结构,提高了水泥基材料的早期抗压强度。
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