摘要
本文对动、静态下混凝土坍落度损失的规律进行了研究,并从流变学的角度分析了外加剂对动、静态下混凝土坍落度损失的影响坍落度损失存在差别的原因.
The regularity of slump loss in dynamic and static state of fresh concrete is stu-died. And the effect of admixtare on the slump loss in dynamic and static state respectively as well as the cause of differece in these states are onalysed based on the Rheology theory.
出处
《中国建材科技》
1994年第6期23-28,3,共6页
China Building Materials Science & Technology