长江科学院院报 ›› 2011, Vol. 28 ›› Issue (3): 68-71.

• 水工结构与材料 • 上一篇    下一篇

大掺量粉煤灰混凝土碳化深度预测模型探讨

杜应吉,黄春霞   

  1. 西北农林科技大学 水利与建筑工程学院, 陕西 杨凌 712100
  • 出版日期:2011-03-01 发布日期:2012-09-27

Study on Prediction Model for Carbonization Depth of High Volume Fly Ash Concrete

DU Ying-ji, HUANG Chun-xia   

  1. College of Water Resource and Architectural Engineering,Northwest A & F University,Yangling 712100,China
  • Online:2011-03-01 Published:2012-09-27

摘要: 大掺量粉煤灰混凝土由于具有诸多优良性能,在工程实践中得到广泛应用,但对于其碳化等耐久性能研究不够深入。通过对目前普通混凝土碳化深度预测比较典型模型进行分析,并根据大掺量粉煤灰混凝土快速碳化实测数据,计算出适应于大掺量粉煤灰混凝土的碳化系数 Dec ,初步建立了适合于大掺量粉煤灰混凝土碳化深度的预测模型。应用此模型对工程碳化数据进行预测验证,结果表明:模型A适应于粉煤灰掺量≥60%的碳化深度预测;模型B适应于粉煤灰掺量<60%的碳化深度预测,且误差均在10%以下。

关键词: 大掺量粉煤灰 , 水胶比,  , 预测模型 , 碳化深度

Abstract: Being endowed with various fine properties, high volume fly ash concrete has been extensively used in engineering. Nevertheless, researches on its durability such as carbonization have not been conducted in depth. In this paper, the existing prediction models on concrete carbonation depth are analysed, and the carbonization coefficient Dec based on a quantity of real data is worked out ,then a prediction model for carbonization depth of high volume fly ash concrete has been primarily established. The model is further applied to the prediction verification of engineering carbonization data. The result reveals that model A is fit for predicting the carbonization depth when the volume fly ash is more than or equal to 60%, whereas model B is fit for predicting the carbonization depth when the volume fly ash is less than 60%, with an error rate less than 10%.

Key words: high volume fly ash ,  , water-binder ratio ,  , carbonization depth ,    prediction model

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