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柠檬酸钠与聚羧酸系减水剂复配使用对二元OPC-CAC胶凝材料微观结构和性能的影响

The Effects of Combined Use of Sodium Citrate and PCE Plasticizer on Microstructure and Properties of Binary OPC-CAC Binder.

作者信息

Shvetsova Victoria, Soloviev Vadim, Matiushin Evgenii, Erofeev Vladimir

机构信息

Department of Building Materials Science, National Research Moscow State University of Civil Engineering (NRU MSUCE), Yaroslavskoe Shosse, 26, 129337 Moscow, Russia.

出版信息

Materials (Basel). 2024 Dec 2;17(23):5901. doi: 10.3390/ma17235901.

Abstract

This study examines the impact of sodium citrate and a plasticizing additive, along with their sequential introduction into a cement slurry or concrete mix, on the heat evolution of the cement slurry, the microstructure, phase composition of the cement paste, and the compressive strength of fine-grained concrete. The binder used in this research was a blended binder consisting of 90% Portland cement and 10% calcium aluminate cement. This type of binder is characterized by an increased heat evolution and accelerated setting time. The addition of sodium citrate at 5% of the binder mass alters the phase composition of newly formed compounds by increasing the quantity of AFt and AFm phases. The presence of sodium citrate significantly delays the hydration process of tricalcium silicate by a factor of 3.3. Initially, it accelerates belite hydration by 31.6%, but subsequently slows it down, with a retardation of 43.4% observed at 28 days. During the hardening process, the hydration of tricalcium aluminate and tetracalcium aluminoferrite is accelerated throughout the hardening process, with the maximum acceleration occurring within the first 24 h. During the first 24 h of hydration, the dissolution rates of tricalcium aluminate and tetracalcium aluminoferrite were 40.7% and 75% faster, respectively. Sodium citrate enhances heat evolution during the initial 24 h by up to 4.3 times and reduces the induction period by up to 5 times. Furthermore, sodium citrate promotes early strength development during the initial curing period, enhancing compressive strength by up to 6.4 times compared to the reference composition.

摘要

本研究考察了柠檬酸钠和一种增塑添加剂及其顺序引入水泥浆体或混凝土拌合物中,对水泥浆体的热释放、水泥净浆的微观结构、相组成以及细粒混凝土抗压强度的影响。本研究中使用的胶凝材料是一种由90%的波特兰水泥和10%的铝酸钙水泥组成的混合胶凝材料。这种类型的胶凝材料具有放热增加和凝结时间加快的特点。以胶凝材料质量的5%添加柠檬酸钠,通过增加钙矾石和单硫型水化硫铝酸钙相的数量,改变了新生成化合物的相组成。柠檬酸钠的存在使硅酸三钙的水化过程显著延迟了3.3倍。最初,它使贝利特的水化加速了31.6%,但随后又减缓了,在28天时观察到延缓了43.4%。在硬化过程中,铝酸三钙和铁铝酸四钙的水化在整个硬化过程中都得到加速,最大加速发生在最初的24小时内。在水化的最初24小时内,铝酸三钙和铁铝酸四钙的溶解速率分别加快了40.7%和75%。柠檬酸钠在最初的24小时内使放热增加了4.3倍,并使诱导期缩短了5倍。此外,柠檬酸钠在初始养护期促进早期强度发展,与参考组成相比,抗压强度提高了6.4倍。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/22d3/12068013/fef16000e23a/materials-17-05901-g001.jpg

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