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
作 者:贺智敏[1,2] 龙广成[1] 谢友均[1] 柳俊哲[2]
机构地区:[1]中南大学土木工程学院,湖南长沙410075 [2]宁波大学建筑工程与环境学院,浙江宁波315211
出 处:《中南大学学报(自然科学版)》2012年第5期1947-1953,共7页Journal of Central South University:Science and Technology
基 金:铁道部科技研究开发计划重大项目(2008G031-18);浙江省重大工程结构安全防护与健康服役科技创新团队项目(2010R50034)
摘 要:为掌握蒸养过程中水泥基材料的变形规律及其关键影响因素,基于铁路混凝土预制构件典型蒸养制度,试验研究不同胶凝材料组成试件在蒸养过程中的线度变形随蒸养时间的变化规律,研究不同水灰比、掺矿物掺合料等因素对蒸养试件肿胀变形的影响以及蒸养和标养条件下试件的水化物相,分析蒸养前自由水含量与蒸养试件肿胀变形的相互关系。研究结果表明:试件在蒸养过程中的不同阶段表现出显著不同的变形规律,试件的肿胀变形主要发生在升温阶段的初始结构形成期;蒸养水泥基材料的肿胀变形主要受蒸养前体系的固相组成及自由水含量(初始含水量)的影响。为较好地控制蒸养水泥基材料的肿胀变形,初始水灰(胶)比宜不大于30%,并采用矿物掺合料取代部分水泥。For the sake of understanding expansive deformation behavior of cement-based materials under steam curing condition,a serial of experiments were carried out to investigate the linear expansive deformation of specimens with different water-binder ratios and binder compositions based on the typical steam-curing regime of railway precast concrete element production.X-ray diffraction analysis was used to determine the hydration products of samples.The relationship between expansive deformation value and free water content of sample before steam curing was also analyzed.The results indicate that specimens show different deformation characteristics in different stages of the whole steam curing process.The expansive deformations of specimens significantly increase in heating duration and subsequently decrease until to stable status.Expansive deformation of specimen is mainly influenced by the solid phase type and free water content before steam curing(or initial water content).Through choosing a water-binder ratio no more than 0.30 and partially replacing cement by mineral admixture,expansive deformation of cement-based materials during steam curing can be effectively reduced.
分 类 号:TU503[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