粉煤灰-矿渣共混物碱性活化制备人工骨料的可行性

Trong‐Phuoc Huynh, Trong-Binh Pham, Tri-Khang Lam, Tien-Dat Tran, Van-Thien Nguyen
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引用次数: 1

摘要

建筑活动中对骨料的需求迅速增加,其中天然骨料是最常见的一种。然而,天然骨料的开采造成了自然资源的枯竭和环境的污染。因此,本研究旨在探讨粉煤灰-矿渣共混料碱性活化制备人工粗、细骨料的可行性。本研究采用NaOH 10M和Na2SiO3碱性溶液对50%粉煤灰和50%矿渣的混合物进行活化。不同碱当量(AE)和碱模量(Ms)对所制集料特性的影响。然后根据越南TCVN 7572-2006标准测试28天龄人工集料(AA)的粒度分布、密度、吸水率和抗压强度等特性。本研究还比较了人工和天然骨料的特性。实验结果表明,通过破碎机可以简单地调节AAs的粒度分布。AE和Ms对AAs的性质均有轻微影响。AE从5%提高到9%,Ms从0.6提高到0.8,对聚集体的强度产生了有利的影响。但随着Ms的进一步增大,强度值有所下降。然而,AAs的抗压强度与天然集料相当。AAs的密度和吸水率分别为2291 ~ 2474 kg/m3和14.1 ~ 19.2%。本研究发现,在AE为9%、Ms为0.8时制备的原子吸收剂在样品中表现出较好的性能,所提出的原子吸收剂可以成功地应用于施工活动中。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Feasibility of Producing Artificial Aggregates by Alkaline Activation of Fly Ash-Slag Blends
There has been a rapid increase in the demand for aggregates used in construction activities, in which, natural aggregate is the most common one. However, the exploitation of natural aggregates caused the depletion of natural resources and environmental pollution. Therefore, this study aims to investigate the feasibility of manufacturing artificial coarse and fine aggregates by alkaline activation of fly ash-slag blends. In this study, a mixture of 50% fly ash and 50% slag was activated by an alkaline solution including NaOH 10M and Na2SiO3. The effects of different alkali equivalent (AE) and alkali modulus (Ms) on the characteristics of the produced aggregates. Characteristics of the 28-day-old artificial aggregates (AA), including grain size distribution, density, water absorption, and crushing strength were then tested according to the TCVN 7572-2006 Vietnamese standard. A comparison between the characteristics of artificial and natural aggregates was also performed in this study. Experimental results pointed out that the grain size distribution of the AAs was adjustable simply by the crusher. Both AE and Ms slightly affected the AAs’ properties. The strength of the AAs developed rapidly as increasing AE from 5 to 9% and rising Ms from 0.6 to 0.8 had an advantageous impact on the aggregates’ strength. However, the strength value dropped as the Ms increased further. However, the crushing strength of the AAs was comparable to that of the natural aggregate. The values of density and water absorption of the AAs ranged from 2291-2474 kg/m3 and 14.1-19.2%, respectively. This study found that the AAs prepared with the AE of 9% and Ms of 0.8 exhibited a better performance among the samples and the proposed AAs can be applied successfully in the construction activities.
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