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首页> 外文期刊>Journal of materials in civil engineering >Extraction of Tricalcium Aluminate for Research Applications by Selective Dissolution of Portland Cement Clinker
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Extraction of Tricalcium Aluminate for Research Applications by Selective Dissolution of Portland Cement Clinker

机译:硅酸盐水泥熟料的选择性溶解萃取铝酸三钙用于研究

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摘要

Tricalcium aluminate (C3A) is the most reactive phase in portland cement clinker. In the study of the C3A hydration process, the use of synthetic samples is often preferred over clinker-sourced samples due to the absence of traces of other elements in synthetic C3A. However, the reproduction of results from synthetic samples using clinker-sourced C3A samples is challenging due to the difficulty of complete extraction of aluminate phases from clinkers without damaging their structure. Salicylic and maleic acid/methanol solutions were used in the past to isolate C3A, but complete extraction has not been observed. Thus, it was necessary to modify the selective dissolution (SD) method. Possible processes were tested with white and ordinary portland clinkers. A modified process with maleic acid/methanol solution was developed and the samples were analyzed by X-ray diffraction (XRD), thermogravimetric analysis (TGA), and Raman spectroscopy, compared with synthetic C3A samples. The modified selective dissolution process with maleic acid/methanol solution proposed in this work was effective in achieving complete isolation of aluminate-based phases, and can be used for further studies of the hydration process of clinker-sourced C3A samples to improve the understanding and quality of portland cement clinkers. (c) 2019 American Society of Civil Engineers.
机译:铝酸三钙(C3A)是硅酸盐水泥熟料中最具反应性的相。在研究C3A水化过程中,由于在合成C3A中不存在其他元素的痕迹,因此通常首选使用合成样品,而不是来自熟料的样品。然而,由于很难从熟料中完全提取铝酸盐相而又不破坏其结构,因此使用源自熟料的C3A样品从合成样品中再现结果是具有挑战性的。过去曾使用水杨酸和马来酸/甲醇溶液来分离C3A,但尚未观察到完全萃取。因此,有必要修改选择性溶解(SD)方法。用白色和普通硅酸盐熟料测试了可能的工艺。开发了一种用马来酸/甲醇溶液改进的工艺,并与合成C3A样品相比,通过X射线衍射(XRD),热重分析(TGA)和拉曼光谱分析了样品。这项工作中提出的用马来酸/甲醇溶液改良的选择性溶解工艺可有效实现铝酸盐基相的完全分离,并可用于进一步研究熟料来源的C3A样品的水合过程,以提高理解和质量波特兰水泥熟料。 (c)2019美国土木工程师学会。

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