Self-desiccation mechanism of high-performance concrete.

Quan-Bing Yang, Shu-Qing Zhang
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引用次数: 20

Abstract

Investigations on the effects of W/C ratio and silica fume on the autogenous shrinkage and internal relative humidity of high performance concrete (HPC), and analysis of the self-desiccation mechanisms of HPC showed that the autogenous shrinkage and internal relative humidity of HPC increases and decreases with the reduction of W/C respectively; and that these phenomena were amplified by the addition of silica fume. Theoretical analyses indicated that the reduction of RH in HPC was not due to shortage of water, but due to the fact that the evaporable water in HPC was not evaporated freely. The reduction of internal relative humidity or the so-called self-desiccation of HPC was chiefly caused by the increase in mole concentration of soluble ions in HPC and the reduction of pore size or the increase in the fraction of micro-pore water in the total evaporable water (T(r)/T(te) ratio).

高性能混凝土自干机理研究。
研究了W/C和硅灰对高性能混凝土自收缩和内部相对湿度的影响,分析了高性能混凝土的自干燥机理,结果表明:随着W/C的降低,高性能混凝土的自收缩和内部相对湿度分别增大和减小;这些现象被硅粉的加入放大了。理论分析表明,HPC中RH的降低不是由于缺水,而是由于HPC中的可蒸发水分没有自由蒸发。HPC内部相对湿度的降低或所谓的自干燥,主要是由于HPC中可溶性离子摩尔浓度的增加和孔隙大小的减小或微孔水占总可蒸发水的比例(T(r)/T(te)比)的增加引起的。
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