期刊论文

Drying Shrinkage Characteristics of Magnesium Slag Composite Admixture Concrete

中文

四川大学学报（工程科学版）

Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition)

1009-3087

2016

48

2

207-212

10.15961/j.jsuese.2016.02.030

国家自然科学基金资助项目(51368047)； 教育部“***和创新团队发展计划”资助项目(IRT1067)；

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针对镁渣利用率低,以及对现代混凝土尺寸稳定性要求高的问题,以镁渣掺量、掺合料取代率和矿粉复合率为因素,设计正交试验方案,试验研究镁渣复合掺合料混凝土的干燥收缩特性,分析作用规律,建立关系模型,微观结构分析掺合料的作用机理。结果表明:镁渣复合掺合料混凝土的干缩变形与时间呈相关性很好的双曲线关系,其拟合参数的关系模型显著性水平高,与各因数的相关性好;混凝土的干缩变形随镁渣掺量和掺合料取代率的增大而减小,随矿粉复合率的增大而增大,作用的重要性次序为镁渣掺量、掺合料取代率和矿粉复合率;镁渣对混凝土干缩的作用效应随时间逐渐增大,90 d基本趋于稳定,测定龄期内混凝土仅有收缩...

In order to resolve the problem of the low utilization rate of magnesium slag and high requirement of dimension stability for modern concrete, orthogonal test scheme was designed to study the drying shrinkage characteristics of magnesium slag composite admixture concrete by experiment. The shrinkage model of concrete was established through the analysis of the role of law and the mechanism of admixture by micro structure. Results showed that the drying shrinkage of magnesium slag composite admixture concrete increases with time in a trend of hyperbolic curve, which has significant correlation....