摘要
青岛地区受海水侵蚀的混凝土结构破坏的主要原因是氯离子侵入引发的钢筋腐蚀。传统的对盐污染结构简单地涂覆涂层这种局部修补方式不能有效地解决氯离子诱发的钢筋腐蚀问题,采用渗入型钢筋阻锈剂是一种有效的修复新技术。
Chloride penetration into reinforcement is the main cause of destroy of concrete structures in marine environment. Reinforcement corrosion induced by chloride ingress can not be solved effectively by simply coating a layer to salt polluted construction. Adopting permeated corrosion inhibitor is an effective repairing technology.
出处
《水运工程》
北大核心
2006年第9期16-19,共4页
Port & Waterway Engineering
关键词
栈桥
混凝土
耐久性
氯离子
Trestle
concrete
durability
chloride ions
