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一种用于评估水泥-石英粉混合混凝土性能的水化模型。

A Hydration Model to Evaluate the Properties of Cement-Quartz Powder Hybrid Concrete.

作者信息

Yang Bo, Liu Yao, Wang Xiao-Yong

机构信息

Department of Architectural Engineering, Kangwon National University, Chuncheon-si 24341, Republic of Korea.

Department of Integrated Energy and Infra System, Kangwon National University, Chuncheon-si 24341, Republic of Korea.

出版信息

Materials (Basel). 2024 Jun 6;17(11):2769. doi: 10.3390/ma17112769.

Abstract

Although quartz powder is a common concrete filling material, the importance and originality of this study lies in the development of a hydration model for quartz powder-cement binary mixtures and the adoption of this model to predict the development of concrete material properties. The purpose of this study is to use this model to promote the material design of environmentally friendly concrete and to elucidate the relationships in the development of the various properties of quartz powder concrete. The method used in this study was as follows: The parameters of the hydration model were obtained through seven days of hydration heat experiments. The hydration heat up to 28 days was also calculated, and the various properties of the concrete were predicted from the heat of hydration. The main findings of this study were as follows: (1) The ultimate hydration heat released per gram of cement for the different quartz powder substitution rates and quartz powder particle fineness was the same, at 390.145 J/g cement, as was the shape index of the hydration model at -1.003. (2) Moreover, through the model calculations, we found that, at the twenty-eighth day of the curing period for the quartz powder specimens with different quartz powder substitution amounts and different fineness, the reaction level of the cement was similar, at 0.963, as were the values of the cumulative heat of hydration, with both at 375.5 J/g cement. (3) The model showed that, in the late stage (28 days) of hydration for quartz powders of different fineness and when the substitution amount was the same, the cumulative heat of hydration over 28 days was similar. (4) The properties of concrete were evaluated using the calculated hydration heat. Overall, the predictive performance of the power and linear functions was similar, with no significant differences being found.

摘要

虽然石英粉是一种常见的混凝土填充材料,但本研究的重要性和创新性在于开发了一种石英粉 - 水泥二元混合物的水化模型,并采用该模型来预测混凝土材料性能的发展。本研究的目的是利用该模型促进环保混凝土的材料设计,并阐明石英粉混凝土各种性能发展中的关系。本研究采用的方法如下:通过七天的水化热实验获得水化模型的参数。还计算了直至28天的水化热,并根据水化热预测混凝土的各种性能。本研究的主要发现如下:(1)不同石英粉替代率和石英粉颗粒细度下,每克水泥释放的最终水化热相同,为390.145 J/g水泥,水化模型的形状指数为-1.003。(2)此外,通过模型计算,我们发现,对于不同石英粉替代量和不同细度的石英粉试件,在养护期的第28天,水泥的反应程度相似,为0.963,水化累积热的值也相似,均为375.5 J/g水泥。(3)模型表明,在不同细度石英粉水化后期(28天)且替代量相同时,28天内的水化累积热相似。(4)利用计算得到的水化热对混凝土性能进行评估。总体而言,幂函数和线性函数的预测性能相似,未发现显著差异。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3fad/11173435/61cb38b33130/materials-17-02769-g001.jpg

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