南京理工大学学报（自然科学版）2017，Vol.41Issue(5)：666-670,5.DOI:10.14177/j.cnki.32-1397n.2017.41.05.020
混凝土在浸泡和干湿循环作用下的抗氯盐侵蚀性能
Study on concrete resistance to chloride salt corrosion under full soaking and wet-dry cycling condition
摘要
Abstract
The salt expansion damage characteristics of concrete are studied using test methods of the full soaking and the wet-dry cycling. The research result shows that,after the wet-dry cycling of the chloride solution with different chloride concentrations, the compressive strength of concrete decreases slightly and the flexural strength decreases obviously with the wet-dry cycling age increasing. The microscopic analysis also shows that,the solution of the chloride snow-melting agent with the high chloride concentration has more serious effect on the concrete erosion under the wet-dry cycling condition,and the full soaking has little effect on the strength of concrete.关键词
混凝土/盐胀/氯盐侵蚀/力学性能/微观结构Key words
concrete/salt expansion/chloride salt corrosion/mechanical properties/microstructure分类
建筑与水利引用本文复制引用
李隽,高培伟,刘宏伟,张丽芳..混凝土在浸泡和干湿循环作用下的抗氯盐侵蚀性能[J].南京理工大学学报（自然科学版）,2017,41(5):666-670,5.基金项目
中国博士后科学基金(2014M551588) （2014M551588）
江苏省博士后基金(1301057B) （1301057B）
江苏省"六大人才高峰"基金(2012-JZ-010) （2012-JZ-010）
交通部西部交通建设科技项目(2009CB01) （2009CB01）
