摘要
研究了胶凝材料用量、粉煤灰掺量、水胶比、外加剂和砂率等因素对大掺量粉煤灰免振捣混凝土性能的影响.利用SPSS软件中的逐步回归分析法建立了以混凝土拌合物流速、混凝土强度等为目标函数的回归方程,用Matlab软件中的优化技术求出了大掺量粉煤灰免振捣混凝土的优化配比组合.即水泥用量∶粉煤灰掺量∶高效减水剂掺量=1∶0.74∶0.0356,水胶比40%,砂率45.4%指导试验,成功地配制出C40高抗渗免振捣混凝土.最后从机理上分析了粉煤灰对免振捣混凝土性能的影响.
Studied the effect of quantity of cementing material and fly ash, W/B （water-binder） ratio, admixture, sand percentage, and so on to performance of super fly-ash self-compaction concrete. Utilized the step-bystep regression analysis method in SPSS software to found regression equation, which uses the flow rate of concrete mixture and strength of concrete as objective function, and obtained the optimum mix proportion of super fly ash self-compaction by the optimization technology in the Matlab software. The result of this experiment shows the C40 high permeability resistance self-compaction concrete can be made up successfully with the optimum mix proportion which is cement： fly ash： high range water reducer is 1 ： 0. 74： 0. 035 6, 40% W/B ratio and 45.4% sand percentage. In the last, analyzed the effect of fly ash to self-compaction concrete from the aspect of principle.
出处
《煤炭学报》
EI
CAS
CSCD
北大核心
2005年第4期418-422,共5页
Journal of China Coal Society
关键词
大掺量粉煤灰
免振捣
混凝土
均匀设计
配合比
a large amount of fly ash
self-compaction
concrete
uniform design
mix proportion
