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机构地区:[1]同济大学混凝土材料研究国家重点实验室,上海200092
出 处:《建材技术与应用》2003年第6期6-7,共2页Research and Application of Building Materials
基 金:同济大学工科基金项目资助
摘 要:In this paper,internal relative humidity(IRH)of concrete with different W/C ratios under different curing conditions at early ages are studied by testing IRH change of concrete.Its results indicate,under no-curing condition,the IRH reduction of concrete is mainly dependent on moisture diffusion as well as self-desiccation.With the reduction of W/C ratio,the effect of moisture diffusion on IRH reduces,the effect of self-desiccation increases, and meanwhile,the reduction of lRH at different ages increases.After water curing for 28 days,the reduction of IRH with different W/C ratio is mainly dependent on moisture diffusion,and its declining trend is obviously affected by W/C ratios.In this paper,internal relative humidity(IRH)of concrete with different W/C ratios under different curing conditions at early ages are studied by testing IRH change of concrete.Its results indicate,under no-curing condition,the IRH reduction of concrete is mainly dependent on moisture diffusion as well as self-desiccation.With the reduction of W/C ratio,the effect of moisture diffusion on IRH reduces,the effect of self-desiccation increases, and meanwhile,the reduction of lRH at different ages increases.After water curing for 28 days,the reduction of IRH with different W/C ratio is mainly dependent on moisture diffusion,and its declining trend is obviously affected by W/C ratios.
分 类 号:TU528[建筑科学—建筑技术科学]
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