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石粉取代胶凝材料对自密实混凝土收缩变形影响研究

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收缩变形是混凝土耐久性与体积稳定性的重要特征之一,当采用机制砂配制自密实混凝土(Self-Compacting Concrete,SCC)时,机制砂中的石粉对混凝土的收缩会产生一定影响.而关于石粉取代率对自密实混凝土收缩变形的相关研究较少.本文采用石粉代替胶凝材料设计配合比,对石粉取代率分别为 0%、21%、48%的自密实混凝土进行抗压强度、抗折强度、早龄期收缩、28 d自收缩与28d干燥收缩试验.结果表明自密实混凝土抗压强度与抗折强度会随石粉取代量增加而减小,早龄期收缩随着石粉取代量提高呈先增加后减小的趋势,28 d内石粉能够减小各龄期总收缩和自收缩值,但会增加干燥收缩.
Research on the Effect of Stone Powder Replacing Cementitious Materials on Shrinkage and Deformation of Self-compacting Concrete
Shrinkage deformation is one of the important characteristics of concrete durability and volumetric stability,and when mechanism sand is used to formulate Self-Compacting Concrete(SCC),the stone powder in the mechanism sand will have a certain effect on the shrinkage of concrete.There are fewer studies on the substitution rate of stone powder on the shrinkage and deformation of Self-Compacting Concrete.In this paper,stone powder is used to replace the cementitious material to design the proportion,and the compressive strength,flexural strength,early age shrinkage,28 d autogenous shrinkage and 28 d drying shrinkage tests are carried out on the Self-Compacting Concrete with the substitution amount of stone powder of 0%,21%and 48%,respectively.The results show that the compressive strength and flexural strength of Self-Compacting Concrete will decrease with the increase of stone powder substitution,the early age shrinkage increases and then decreases with the increase of stone powder substitution,and the stone powder can reduce the total shrinkage and autogenous shrinkage at all ages in 28 d,but it will increase the drying shrinkage.

SCCstone powderautogenous shrinkagedrying shrinkage

何世钦、曾煜葳、高鹏飞、王辉

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北方工业大学 土木工程学院,北京 100144

中冶建筑研究总院有限公司,北京 100088

自密实混凝土 石粉 自收缩 干燥收缩

2024

北方工业大学学报
北方工业大学

北方工业大学学报

影响因子:0.368
ISSN:1001-5477
年,卷(期):2024.36(4)