...
首页> 外文期刊>Construction and Building Materials >Research on properties evolution of ultrafine fly ash and cement composite
【24h】

Research on properties evolution of ultrafine fly ash and cement composite

机译:超细粉煤灰和水泥复合材料的性能演化研究

获取原文
获取原文并翻译 | 示例
           

摘要

Compared with fly ash, addition of ultrafine fly ash manufactured by mechanical grinding will significantly improve the performances of the cement-based materials. In this paper, firstly the cement hydration is simulated based on the modified shrinking core model with the concept of multi components. Then it is combined with the fly ash pozzolanic reaction via the contents of capillary water and calcium hydroxide (CH) in the blended cement paste. The effects of the heterogeneous nucleation, fineness of fly ash and local w/c augmentation are quantitatively analyzed and incorporated into the hydration models. The integrated models are validated by the contents of CH and non-evaporable water (NEW) in the (ultrafine) fly ash and cement composite The coupled evolution of cement hydration, pozzolanic reaction and porosity is presented using the integrated hydration models. Compared with the fly ash and cement composite (FAC), it is found that the extent of the pozzolanic reaction significantly increases in the ultrafine fly ash and cement composite (UFAC) while the increment of cement hydration extent due to nucleation effect is relatively small. Furthermore, the contributions of gel content by different effects are quantitatively calculated and compared between UFAC and FAC. Finally, an empirical formula is established to predict the compressive strength of the hardening UFAC. The filling effect of the ultrafine fly ash, gel content and cumulative pore volume are adopted to evaluate the development of the compressive strength. The results indicate that the physical filling effect of ultrafine grains reflected on the compressive strength of UFAC will gradually increase during the first seven days of curing and then keeps constant. With the increase of cement replacement ratio (0 similar to 0.5), the physical filling effect brought by UFA will be greatly enhanced. The analyses presented in this paper will give a better understanding on the hydration process and strength development for the FAC and UFAC. (C) 2020 Elsevier Ltd. All rights reserved.
机译:与粉煤灰相比,通过机械研磨制造的超细粉煤灰的添加将显着改善水泥基材料的性能。在本文中,首先基于具有多分量概念的改进的缩小核心模型来模拟水泥水合。然后将其通过混合水泥浆料中的毛细管水和氢氧化钙(CH)的含量与粉煤灰Pozzolanic反应组合。定量分析异质成核,粉煤灰和局部w / c增强的效果并掺入水合模型中。通过(超细)粉煤灰和水泥复合的CH和非蒸发水(新)的含量验证了集成模型,使用综合水合模型提出了水泥水合,火山糊化反应和孔隙率的耦合演化。与粉煤灰和水泥复合材料(FAC)相比,发现在超细粉煤灰和水泥复合物(UFAC)中显着增加了火山灰反应的程度,而药物水合程度引起的含量相对较小。此外,通过不同效应的凝胶含量的贡献量是数量地计算的,并在UFAC和FAC之间进行比较。最后,建立了经验公式以预测硬化UFAC的抗压强度。采用超细粉煤灰,凝胶含量和累积孔体积的灌装效果来评估抗压强度的发展。结果表明,在固化的前七天中,超细晶粒对UFAC的抗压强度反映的超细颗粒的物理灌装效果将逐渐增加,然后保持恒定。随着水泥替代比的增加(0与0.5类似),UFA带来的物理灌装效果将大大提高。本文提出的分析将更好地了解FAC和UFAC的水合过程和强度发展。 (c)2020 elestvier有限公司保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号