检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]北京工业大学城市与工程安全减灾省部共建教育部重点实验室,北京100124
出 处:《建筑材料学报》2010年第5期601-606,共6页Journal of Building Materials
基 金:北京市科技新星计划项目(2005B09);北京市2005年留学人员科技活动择优项目
摘 要:采用混凝土早期自收缩测量系统研究了粉煤灰掺量及水胶比对自密实混凝土早期自收缩的影响,并通过硬化混凝土孔隙结构测定仪和压汞仪研究了自密实混凝土的微观孔结构.结果表明:粉煤灰的掺入能降低自密实混凝土早期的自收缩,且随粉煤灰掺量的增加,减缩效果更为显著;随着水胶比的降低,自密实混凝土的自收缩逐渐增大;自密实混凝土早期自收缩与其微观孔结构关系密切,自密实混凝土自收缩主要是因孔径为0~50nm.的孔隙量的增加而造成的.By using a measuring system designed by authors for autogenous shrinkage of concrete, the in- fluences of fly ash's use level and water-binder ratio on the early autogenous shrinkage of self-compacting concrete(SCC) were studied. The concrete's microcosmic pore distribution was also studied by air bubble measurement and mercury intrusion porosimetry. The results show that the early autogenous shrinkage of SCC can be reduced by adding fly ash. With the increasing use level of fly ash, the early autogenous shrinkage is reduced. The early autogenous shrinkage is increased with the reduction of water-hinder ratio. The early autogenous shrinkage of SCC depende greatly on its microcosmic pore distribution. The pore with diameter of 0 - 50 nm has greatest influence on the early autogenous shrinkage of SCC.
分 类 号:TU528[建筑科学—建筑技术科学]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.15