摘要
通过对广州市地铁工程混凝土进行抗渗性能检测,结果表明:随着水胶比减小、集胶比降低和砂率增加,混凝土的抗渗性能增强。微观结构分析(SEM和MIP)表明:混凝土结构越致密、水化产物越丰富并且交织成网络、界面区黏结越紧密,以及混凝土的孔隙率、平均孔径越小,尤其是最可几孔径、阈值孔越小及100 nm以上的孔越少,混凝土的抗渗性能越好。
Through testing concrete impermeability performance of Guangzhou metro concrete,the results show that:with the water-binder ratio decreases and aggregate-cementitious material ratio decreases,and sand ratio increases,the performance of concrete impermeability is improved.Micro-structure analysis(SEM and MIP) shows that:The more compact concrete structure is,the richer hydrate is,and the hydrate each other interweaves network,the much closer the interfacial zone bond,the smaller the concrete porosity and average pore diameter are,especially,the smaller most probable pore diameter and threshold pore diameter are,and the less the hole which its pore size especially much more than 100 nm is,the better the concrete impermeability is.
出处
《混凝土》
CAS
CSCD
北大核心
2010年第12期96-99,共4页
Concrete
基金
广州市建设科技发展基金项目(200604)
广州市地下铁道总公司科研项目(2005TJ07)
关键词
地铁工程混凝土
抗渗性
微观结构
作用机理
metro engineering concrete
impermeability
microcosmic structure
mechanism