摘要
在实验的基础上,研究海水海砂再生混凝土抗压强度随养护时间的变化规律。结果表明:海水海砂再生混凝土的早期强度增长较快,而在后期强度却有所降低;海水海砂再生混凝土在各养护龄期时的立方体抗压强度与灰水比之间呈良好的线性关系;C20、C30及C40级的海水海砂再生混凝土90d龄期时满足强度发展大致与28d龄期的对数成正比关系。
On the basis of experiments, the variation of compressive strength of seawater and sea sand recycled concrete with the maintenance time is studied. The results show that the early strength of seawater and sea sand recycled concrete increases rapidly,but decreases at the later stage,and the cubic compressive strength of seawater and sea sand recycled concrete has a good linear relationship with the ratio of ash to water at each curing age. C20, C30 and C40 grades of seawater and sea sand recycled concrete 90D age are in direct proportion to the logarithm of 28D age in meeting strength development.
作者
王倩
崔启兵
徐海群
WANG Qian;CUI Qibing;XU Haiqun(School of Architectural Engineering,Lianyungang Technical College,Lianyungang 222006,China;Lianyungang Municipal Water Resources Bureau,Lianyungang 222004,China)
出处
《连云港职业技术学院学报》
2019年第1期18-21,共4页
Journal of Lianyungang Technical College
基金
连云港职业技术学院院级科研项目(YKJ201802)
关键词
再生混凝土
海砂
海水
抗压强度
recycled concrete
sea sand
seawater
compressive strength