期刊文献+

干湿循环作用下氯离子在混凝土中的侵蚀过程分析 被引量:81

TRANSPORT PROCESS OF CHLORIDE IN CONCRETE UNDER WET AND DRY CYCLES
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摘要 干湿循环和氯盐浸泡对比试验表明,在干湿循环作用下,氯离子在混凝土中的传输速度远大于饱水混凝土内外氯离子浓差引起的离子扩散速度,氯离子在上部非饱水混凝土中和在饱水混凝土中的传输机理不同。对上部非饱水混凝土中氯离子的渗透行为进行了机理分析,并建立了干湿循环作用下氯离子传输速度模型,可为准确地预测实际工况混凝土结构的使用寿命提供参考。 The research shows that the rate of chloride transport in concrete under wet and dry cycles is rapider than that in saturated concrete. This means the mechanism of chloride transport process is different in different environments. The mechanism of chloride transport process under wet and dry cycles is studied and a chloride transport model is developed which provides a reference for predicting accurately the service life of an actual concrete structure.
出处 《工业建筑》 CSCD 北大核心 2006年第12期16-19,23,共5页 Industrial Construction
基金 国家自然科学基金资助项目资助(编号:50078054 50478100)
关键词 干湿循环 氯盐浸泡 传输速度 非饱水混凝土 wet and dry cycles immersed in NaCl solution transport rate unsaturated concrete
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参考文献7

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二级参考文献7

  • 1王铁成 郭小强 阎西康.海水侵蚀环境下混凝土结构耐久性的研究[J].东南大学学报:自然科学版,2002,32:251-253.
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  • 7Maekawa,Ishiea K.Service Life Evaluation of Reinforced Concrete under Coupled Forces and Environmental Actions.In:International Conference on Ion and Mass Transport in Cement Based Materials.Toronto:1999

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