摘要
本文根据自密实混凝土流变性特点 ,筛理出影响流变性的 8种主要因素 ,并按 L2 7(31 3 )正交试验表设计混凝土的配合比 ,经试验与优化分析 ,确定了多个强度等级的自密实混凝土适用配合比 ,并在复演性试验和工程应用中加以验证。
According to characteristics of flowing alteration of self compacting concrete, the author screens out 8 main factors of affecting flowing alteration, and designs proper mixing proportion of concrete through 3 level L27(3 13 ) orthogonal experiment table, and confirms mixing proportion of self compacting concrete in many intensity grades by experiment and optimizing analysis.This is verified in repeated experiments and engineering application.
出处
《佛山科学技术学院学报(自然科学版)》
CAS
2002年第3期33-37,共5页
Journal of Foshan University(Natural Science Edition)
基金
佛山市重点科技攻关及科技发展专项资金资助项目 (0 0 0 4 0 0 2 C)