摘要
以受氯离子严重腐蚀的典型工程为背景,提出钢筋混凝土结构严重腐蚀后的加固处理方法,并现场调查加固后的处理效果。调查与试验结果表明,严重氯离子侵蚀环境下,进行加固设计时宜采用加大截面法。
Based on a typical engineering case of severe chloride corrosion, strengthening methods were put forward for the RC structure severely corroded and the effect of treatment was investigated on site. Investigation and experimental results show that increasing section of RC structures should be the first choice for strengthening the severely corroded RC structure.
出处
《建筑技术》
北大核心
2008年第5期362-363,共2页
Architecture Technology
关键词
氯离子腐蚀
扩散规律
加固设计
chloric corrosion
diffusion law
strengthening design
