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首页> 外文期刊>Cement and Concrete Research >Thermal and hygric properties of Portland cement mortar after high-temperature exposure combined with compressive stress
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Thermal and hygric properties of Portland cement mortar after high-temperature exposure combined with compressive stress

机译:高温暴露和压缩应力作用下的硅酸盐水泥砂浆的热和湿性能

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摘要

Thermal conductivity lambda, water vapor permeability delta, and liquid moisture diffusivity kappa of cement mortar are measured on specimens subjected to four types of pretreatment, namely, unloaded, mechanically loaded to 90 percent of compressive strength, thermally loaded by subjecting to a temperature of 800 deg C for 2 h, and loaded both mechanically and thermally. The values of lambda and kappa are found to depend very significantly on the loading mode. The maximum differences observed compared to the unloaded samples are almost one order of magnitude for lambda and as much as three orders of magnitude for kappa. In contrast, the values of delta are found to increase by only about 40 percent compared to the basic unloaded material. It is proposed that the observed large differences in lambda and kappa are due to the formation of cracks and the increase of total pore volume, which were shown by visual analysis and mercury porosimetry.
机译:水泥砂浆的导热系数λ,水蒸气渗透率δ和液体水分扩散系数kappa是在经过四种预处理的样品上测量的,即无负载,机械负载达到抗压强度的90%,在800℃温度下热负载摄氏度2小时,并同时进行机械和热加载。发现lambda和kappa的值在很大程度上取决于加载模式。与卸载样品相比,观察到的最大差异对于λ几乎为一个数量级,而对于κ则高达三个数量级。相反,与基本的空载材料相比,发现增量值仅增加约40%。建议观察到的λ和κ的较大差异是由于裂纹的形成和总孔体积的增加所致,这通过视觉分析和水银孔隙率法得以显示。

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