赵向民, 王长龙, 郑永超, 刘世昌, 杨建. 含粉煤灰或铁尾矿粉复合胶凝材料性能的研究[J]. 煤炭学报, 2016, 41(S1): 229-234. DOI: 10.13225/j.cnki.jccs.2015.1037
引用本文: 赵向民, 王长龙, 郑永超, 刘世昌, 杨建. 含粉煤灰或铁尾矿粉复合胶凝材料性能的研究[J]. 煤炭学报, 2016, 41(S1): 229-234. DOI: 10.13225/j.cnki.jccs.2015.1037
ZHAO Xiang-min, WANG Chang-long, ZHENG Yong-chao, LIU Shi-chang, YANG Jian. Properties of complex binder containing fly ash or iron ore tailings powder[J]. Journal of China Coal Society, 2016, 41(S1): 229-234. DOI: 10.13225/j.cnki.jccs.2015.1037
Citation: ZHAO Xiang-min, WANG Chang-long, ZHENG Yong-chao, LIU Shi-chang, YANG Jian. Properties of complex binder containing fly ash or iron ore tailings powder[J]. Journal of China Coal Society, 2016, 41(S1): 229-234. DOI: 10.13225/j.cnki.jccs.2015.1037

含粉煤灰或铁尾矿粉复合胶凝材料性能的研究

Properties of complex binder containing fly ash or iron ore tailings powder

  • 摘要: 为了验证矿物掺和料在复合胶凝材料水化硬化过程中的作用效应,实验用与水泥细度相近的粉煤灰和铁尾矿粉作为活性和惰性矿物掺合料,研究了相同养护温度、不同水胶比条件下,矿物掺合料掺量和种类对胶砂块试件抗压强度以及7 d龄期混凝土自收缩发展规律。结果表明:在水化初期,粉煤灰和铁尾矿粉在复合胶凝材料水化中起到物理填充作用,随龄期延长,粉煤灰的火山灰效应才逐渐显现。水化初期,矿物掺合料的物理因素(颗粒形貌等)对胶砂块抗压强度影响超过化学因素(反应程度等),同时活性与惰性掺和料的作用基本相同;粉煤灰和铁尾矿粉的自收缩规律基本相同,均随着掺量增大呈线性递减特性。

     

    Abstract: To study the effect of mineral admixtures on the hydration and hardening of composite binders,different cement mortars and concrete were prepared using fly ash and iron ore tailings powder whose fineness are similar with cements as active or inert mineral admixtures. The influences of different adding ratios and types of mineral admixtures on the compressive strength development as well as the 7 d-age autogenous shrinkage development were investigated under the same curing schedule and different water binder ratios. The test results show that during the initial period of the hydration process of composite binder,the fly ash and iron ore tailings powder participations have physical filling effects. The pozzolanic reactivity of fly ash increases gradually with age. In the early hydration period,the physical properties of mineral admixtures (such as the particle shape,etc.),other than its chemical properties (such as degree of reaction,etc.) have an overwhelming effect on the compressive strength of mortar samples. The autogenous shrinkages of concrete with different admixtures show similar changing trends,which both decrease with the increasing adding ratios.

     

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