摘要
为了研究碳化硅对混凝土立方体抗压性能的影响,对外掺不同种类(黑色碳化硅和绿色碳化硅)、不同掺量的混凝土立方体抗压强度进行了试验研究。结果表明:相同龄期下掺入绿色碳化硅的混凝土立方体抗压强度高于掺入黑色碳化硅立方体抗压强度,随着碳化硅含量的增加,混凝土立方体抗压强度呈现先增大、达到峰值后而减小的趋势,当碳化硅掺量(质量比)为5%时,混凝土立方体抗压强度达到最大值。
In order to study the effect of silicon carbide on the concrete cubic compressive strength, the concrete cubes with different types(black silicon carbide and green silicon carbide) and different amounts of mixture was studied. The results show that the concrete cubic compressive strength of concrete cubes mixed with green silicon carbide is higher than that of cubes mixed with black silicon carbide, and with the increase of silicon carbide content, the concrete cubic compressive strength of concrete cubes shows the tendency to increase first, reaches the peak and decreases, when the content of silicon carbide is 5%, the concrete cubic compressive strength reaches the maximum.
作者
李佳帅
徐超
Li Jiashuai;Xu Chao(College of Civil Engineering,Shenyang University of Technology,Shenyang 110870,China)
出处
《山西建筑》
2022年第13期119-121,共3页
Shanxi Architecture
关键词
碳化硅
混凝土
配合比设计
立方体抗压强度
silicon carbide
concrete
mix ratio design
concrete cubic compressive strength
作者简介
李佳帅(1994-),男,在读硕士,从事新型建筑材料方向的研究;徐超(1977-),男,硕士生导师,副教授,从事新型建筑材料方向的研究。
