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煅烧煤系高岭土与石灰石对硅酸盐水泥水化的协同效应

The Synergistic Effect of Calcained Coal-Series Kaolinite and Limestone on the Hydration of Portland Cement.

作者信息

Tang Jin, Yu Yue, Bu Yuanqing, Ma Bing, Zhou Hao, Zhou Rong, Wang Jiaqing, Zhang Houhu

机构信息

Nanjing Institute of Environmental Sciences, Ministry of Ecology and Environment of the Peopole's Republic of China, Nanjing 210042, China.

College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China.

出版信息

Materials (Basel). 2024 Sep 13;17(18):4512. doi: 10.3390/ma17184512.

Abstract

Limestone calcined clay cement (LC) presents a promising alternative material due to its reduced CO emissions and superior mechanical properties compared to traditional Portland cement (PC). This study investigates the synergistic effect of calcined coal-series kaolinite (CCK) and limestone (LS) on the hydration behavior of cement, specifically focusing on varying mass ratios. The combination of CCK and LS promotes the formation of strätlingite and carboaluminates, which enhances early-age strength development. Additionally, the inclusion of CCK facilitates the formation of carboaluminates during later stages of hydration. After 56 days of hydration, the content of carboaluminates is over 10%wt. This stimulation of secondary hydration products significantly refines the evolution of pore structure, with the harmful large pores gradually transformed into harmless medium pores and gel pores, leading to marked improvements in compressive strength from 7 to 28 days. Replacing 45% PC with CCK and LS at mass ratio of 7 to 2, the compressive strength of blends reaches 47.2 MPa at 28 days. Overall, the synergistic interaction between CCK and LS presents unique opportunities to minimize the CO footprint of the cement industry without compromising early and long-term performance.

摘要

石灰石煅烧黏土水泥(LC)因其相较于传统波特兰水泥(PC)减少了二氧化碳排放且具有优异的力学性能,成为一种颇具前景的替代材料。本研究考察了煅烧煤系高岭土(CCK)和石灰石(LS)对水泥水化行为的协同作用,特别关注不同的质量比。CCK和LS的组合促进了硅灰石和碳铝酸盐的形成,从而增强了早期强度发展。此外,CCK的加入有助于在水化后期形成碳铝酸盐。水化56天后,碳铝酸盐的含量超过10%(质量分数)。这种对二次水化产物的促进显著细化了孔隙结构的演变,有害的大孔逐渐转变为无害的中孔和凝胶孔,使得7至28天的抗压强度有显著提高。以7比2的质量比用CCK和LS替代45%的PC,混合料在28天时的抗压强度达到47.2MPa。总体而言,CCK和LS之间的协同相互作用为在不损害早期和长期性能的情况下最大限度减少水泥行业的二氧化碳足迹提供了独特机遇。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c73e/11433158/7dadb3113588/materials-17-04512-g001.jpg

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