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粉煤灰混凝土抗压强度计算模型 被引量:5

CALCULATION MODEL OF FLY ASH CONCRETE'S COMPRESSIVE STRENGTH
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摘要 粉煤灰混凝土抗压强度动态计算模型建立了粉煤灰强度效应因子与粉煤灰火山灰活性指数、粉煤灰掺量、水胶比、龄期等主要参数之间的直接系数。根据模型可由试验测出28d 时粉煤灰活性指数及选用的原材料配合比等,用于预测不同龄期时粉煤灰强度效应,对高掺量粉煤灰混凝土的设计提供指导。 The dynamic calculation model of fly ash concrete's compressive strength has established the fly ash concrete's strength effective factors,the ash concrete's admixture ratio,the water cement ratio,and the concrete's curing age etc.,among those main parmeters and their direct coefficients.Based upon the model's experiments,a 28 d fly ash concrete activity index and the mixing ratio of raw building materials could be well obtained so that the predications of fly ash concrete' s compressive strength at their various curing ages could have been achieved therefore,the design of a high admixture fly ash concrete could be eventually obtained and provided duly,guidance.
出处 《建筑技术》 北大核心 2000年第1期32-34,共3页 Architecture Technology
关键词 粉煤灰 混凝土 抗压强度 fly ash concrete compressive strength
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参考文献2

  • 1谷章昭,周保卫,乐美龙,唐长馥.粉煤灰的火山灰活性指数[J].硅酸盐学报,1991,19(2):112-117. 被引量:16
  • 2S. E. Hedegaard,T. C. Hansen. Modified water/cement ratio law for compressive strength of fly ash concretes[J] 1992,Materials and Structures(5):273~283

二级参考文献4

  • 1匿名著者,粉煤灰利用技术和市场开发译文集,1988年
  • 2谷章昭,1986年
  • 3乐美龙,1986年
  • 4谷章昭,硅酸盐学报,1982年,10卷,2期,151页

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同被引文献41

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二级引证文献35

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