摘要
介绍了现浇钢筋混凝土结构梁的保护层厚度在施工时,如何满足规范要求以及板的钢筋合理配置。
It is introduced how to make the protective layer of cast-in-situ structural beam meet the requirements of criteria during construction and reasonable bar arrangement of the floorslab.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期1038-1040,共3页
Industrial Construction
关键词
混凝土梁保护层
板钢筋配置
protective layer of concrete beam bar arrangement of floorslab
