摘要
将自制低温稻壳灰(L-RHA)、纳米氧化硅(Nano-SiO2)、某厂家提供的稻壳灰(O-RHA)和硅灰(SF)分别进行氢氧化钙吸附试验、二次水化试验以及多种掺配制超高性能混凝土(UHPC)的力学性能实验.结果表明:火山灰活性关系为Nano-SiO2>L-RHA>SF>O-RHA;平均粒径为5.9μm的L-RHA微孔结构能够蓄水且在水泥水化过程中可提供水泥水化所需的部分水分,起到内养护的作用;SF颗粒小,填充效果好,而L-RHA火山灰效应好,二者共同作用要优于单一作用.
Tested were Ca(OH) 2 absorption, secondary hydration, and mechanical properties of ultra - high performance concrete ( UHPC ) of different blending with materials of low - temperature rice husk ash (L- RHA) made by authors, Nano -SiO2, ordinary rice husk ash (O -RHA) provided by a factory and silica fume (SF). The results show that the ascending order of pozzolanic activity is Nano - SiO2 〉 L - RHA 〉 SF 〉 O - RHA and that the micro - cellular structure of L - RHA with an average diameter of 5.9μm can store water which can be used in hydration and internal curing. Furthermore, the combined effect of SF and L - RHA is better than a single one of them because of the good filling effect of SF and the high volcanic effect of L - RHA.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
北大核心
2013年第1期88-92,共5页
Journal of Fuzhou University(Natural Science Edition)
基金
国家自然科学基金资助项目(51278126)
福州大学科研启动基金资助项目(022357)
关键词
低温稻壳灰
火山灰活性
二次水化反应
超高性能混凝土
low temperature rice husk ash
pozzolanic activity
secondary hydration
ultra -high performance concrete