摘要
通过在质量浓度为3.5%的NaCl溶液中的冻融循环试验,测试了普通混凝土、引气混凝土、粉煤灰混凝土和硅灰混凝土的相对动弹性模量和质量损失率,分析了不同混凝土的抗盐冻的能力。结果表明:适当的引气能够明显改善混凝土的抗盐冻性能,掺加20%粉煤灰时,混凝土仍具有较高的抗盐冻能力,掺量达到40%时混凝土的抗盐冻性能明显下降,掺加10%硅灰明显提高混凝土的抗盐冻能力。
The various situation of salt freezing resistance of ordinary Portland cement concrete (OPC), air-entrained Portland cement concrete, fly ash concrete and silica fume concrete specimens subjected to the action of 3.5%(in mass) sodium chloride(NaCl) solution were studied by the accelerated freezing method.The relative dynamic elastic modulus and mass loss of concretes are measured.The results show that the proper en- trained air in concrete can enhance the salt-freezing-resistance ability.The salt-freezing-resistance performances of concrete containing the concrete with 20% fly ash are good,but when the dosage of fly ash is 40% ,that of concrete obviously decrease.The concrete with 10% silica fume has good salt freezing resistance ability.
出处
《混凝土》
CAS
CSCD
北大核心
2009年第9期89-91,94,共4页
Concrete
基金
中国博士后基金(20060400284)
南京航空航天大学博士生创新基金(BCXJ07-04)
关键词
混凝土
除冰盐
引气
硅灰
concrete
deicing salt
air-entrained
silica fume