粉煤灰、矿粉对高性能混凝土体积稳定性的影响  

Influence of Fly Ash and GGBS on Volume Stability of High Performance Concrete

作　　者：赵华耕 彭劲 周明凯[2] 

机构地区：[1]湖北省沪蓉西高速公路指挥部,恩施445000 [2]武汉理工大学硅酸盐材料工程教育部重点实验室,武汉430070

出　　处：《武汉理工大学学报》2005年第7期36-38,共3页Journal of Wuhan University of Technology

基　　金：西部交通建设科技项目(200131881193).

摘　　要：采用对比的方法,试验研究了粉煤灰、矿粉对C60高性能混凝土的工作性、抗压强度、弹性模量、干缩和受压徐变的影响。结果表明,在粉煤灰、矿粉等量取代部分水泥后,混凝土的工作性改善、28d和60d抗压强度和抗压弹模与基准样相近,而28d以后的干缩明显减小;掺有粉煤灰、矿粉的混凝土随养护龄期的延长、强度的增加,其受压徐变逐渐减小;当粉煤灰掺量(质量分数)从14%增加到25%时,混凝土的徐变增大;对于相同掺量(14%)的粉煤灰、矿粉混凝土,经60d养护后加荷其徐变基本相同。In this paper, some performances that included workability, compressive strength, Young's modulus, drying shrinkage and creep, were tested for C60 concrete with and without fly ash or slag. The results showed that for concrete with fly ash or slag, the workability of the fresh concrete was improved; the compressive strength and the Young's modulus were similar to the control sample, but the drying shrinkage rate decreased after 28d; the creep decreased with the increasing of the curing time and the strength and increased with the content of fly ash from 14% to 25%. The creep for concrete with 14% fly ash was similar with that for one with 14% slag when the load was applied after 60d curing.

关 键 词：高性能混凝土 体积稳定性 粉煤灰 矿粉 

分 类 号：TU528[建筑科学—建筑技术科学]