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首页> 外文期刊>Journal of advanced concrete technology >Effect of 10-Year Outdoor Exposure and Curing Conditions on the Pore Structure Characteristics of Hardened Cement Mortar
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Effect of 10-Year Outdoor Exposure and Curing Conditions on the Pore Structure Characteristics of Hardened Cement Mortar

机译:十年室外暴露和养护条件对硬化水泥砂浆孔结构特征的影响

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The objective of this study was to determine the influence of environmental conditions on the pore structure of mortar. For this purpose, the experimental program was designed with the following two series: Series 1 included both a 10-year outdoor exposure test set and a laboratory test set and Series 2 included only a laboratory test set. The pore structure of mortar specimens was evaluated using the Mercury Intrusion Porosimetry method. In general, the pore structure change due to temperature in both the outdoor exposure test and the laboratory test showed the same tendency. The test results confirmed that the pore structure of mortar coarsened and that the volume of pores with a diameter range of 40 to 2000 nm increased due to the increase in temperature and the decrease in relative humidity. Furthermore, this paper reports evidence for the relationship between pore structure change and maturity, and an improved maturity function is proposed. The change in the pore structure is determined by the proposed maturity function, which considers the curing temperature history and the relative humidity. The relative humidity is an additional and novel factor forming the new maturity function for the prediction of pore structure change.
机译:这项研究的目的是确定环境条件对砂浆孔隙结构的影响。为此,设计了以下两个系列的实验程序:系列1包括10年户外暴露测试仪和实验室测试仪,而系列2仅包括实验室测试仪。砂浆试样的孔结构使用水银压入孔率法进行评估。通常,在室外暴露试验和实验室试验中,由于温度引起的孔结构变化都显示出相同的趋势。试验结果证实,由于温度升高和相对湿度降低,砂浆的孔结构变粗,直径范围为40至2000 nm的孔体积增加。此外,本文报道了孔结构变化与成熟度之间关系的证据,并提出了改进的成熟度函数。孔隙结构的变化取决于拟议的成熟度函数,该函数考虑了固化温度历史和相对湿度。相对湿度是形成孔隙结构变化预测新的成熟度函数的另一个新颖因素。

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