摘要
在介绍混凝土碳化机理的基础上,通过开展混凝土快速碳化试验并建立其与自然碳化的关系,定量给出了基于耐久性设计的合理保护层厚度。
In this paper, the carbonation mechanism was introduced, the high-speed carbonation test of concrete was conducted and the relation between natural carbonation and high-speed carbonation was established, thus the optimal concrete cover thickness was proposed.
出处
《山西建筑》
2006年第16期53-54,共2页
Shanxi Architecture
关键词
混凝土保护层
耐久性
快速碳化试验
concrete cover, durability, high-speed carbonation test