摘要
进行了活性粉末混凝土(RPC200)的配制试验,通过五批试件比较分析了水胶比、砂胶比、减水剂掺量、硅灰与石英粉比等参数对RPC的流动度以及抗折、抗压强度的影响。在保证强度的前提下,用粉煤灰代替部分水泥以改善RPC的流动度,探讨以地方常用材料配制RPC的可能性。
An experimental research on proportion of reactive powder concrete was carried out in this paper, which was concerned on the influences of W/B (water and binder ratio), S/B (sand and binder ratio), the mixed quantity of superplasticizer and SF/Qu (silica fume and crush quartz ratio) on the fluidity,compressive strength and bending strength of RPC in total of 5 groups of specimens. Without compromising the strength, fly ash was substituted for part of cement to improve the fluidity of RPC. The probability of making up RPC by using local materials was also approached.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2003年第4期44-49,共6页
China Journal of Highway and Transport
基金
福州大学人才基金项目(TJ2001-18)
关键词
桥梁工程
活性粉末混凝土
试验研究
水胶比
砂胶比
粉煤灰
bridge engineering
reactive powder concrete
experimental research
water and binder ratio
sand and binder ratio
fly ash
