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氯化钠溶液对混凝土抗冻性的影响
引用本文:魏广和,张玉生,慕儒. 氯化钠溶液对混凝土抗冻性的影响[J]. 工业建筑, 2001, 31(10): 50-53
作者姓名:魏广和  张玉生  慕儒
作者单位:1. 宁夏隆德县城乡建设局
2. 铁道部第四勘测设计院
3. 江苏省建筑科学研究院
基金项目:国家自然科学基金资助项目 (编号 :5 993 8170 )
摘    要:进行了混凝土在 3 5 %盐溶液中快速冻融的试验研究 ,结果表明 ,混凝土在盐溶液中冻融时重量损失大幅度增加 ,而相对动弹性模量下降略为缓慢。根据试验结果 ,混凝土的耐久性系数应该考虑相对动弹性模量和重量损失两个指标

关 键 词:抗冻性  冻融循环  混凝土  耐久性  除冰盐
修稿时间:2001-03-22

EFFECT OF SODIUM CHLORIDE SOLUTION ON FROST RESISTANCE OF CONCRETE
Wei Guanghe. EFFECT OF SODIUM CHLORIDE SOLUTION ON FROST RESISTANCE OF CONCRETE[J]. Industrial Construction, 2001, 31(10): 50-53
Authors:Wei Guanghe
Affiliation:Wei Guanghe(City and Town Building Bureau of Longde County of Ningxia Longde 756300) Zhang Yusheng(The Fourth Design Institute of Ministry of Railways Wuhan 430063) Mu Ru(Jiangsu Institute of Building Science Nanjing 210008)
Abstract:The frost resistance of concrete immersed in 3^5% sodium chloride solution was investigated. Compared to freezing and thawing in fresh water, the weight loss increased significantly when freezing and thawing in NaCl solution. The decrease of relative dynamic modulus of elasticity exhibited a slight slow in solution. According to the experimental results, both the weight loss and relative dynamic modulus of elasticity should be considered when determining the durability factor of concrete.
Keywords:frost resistance freeze|thaw cycles concrete durability deicing salt  
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