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Foamed concrete incorporating mineral admixtures and pulverized ceramics: Effect of phase change and mineralogy on strength characteristics

机译:掺有矿物掺合料和粉状陶瓷的泡沫混凝土:相变和矿物学对强度特性的影响

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Different microstructural changes occur in cement based materials as a result of the interaction between the aggregate particles and paste matrix, during mixing, compaction and placement. Such intrinsic modifications, in terms of paste density, interfacial transition zone, permeability and others, tend to improve or lessen the strength properties of concrete. This study evaluates the microstructure, mineralogy, phase change and strength characteristics of foamed concrete containing fly ash and pulverized ceramics. Portion of ceramics, which were generated from floor and wall tile wastes, and finer than 4.75 mm sieve, along with fly ash, were used as a partial replacement of river sand and cement, respectively. The foaming agent used was aluminum powder. However, other constituents were kept constant. Samples of 150 mm concrete cubes and 100 x 100 x 500 mm prisms were prepared, and cured in water for 3, 7, and 28 days, for compressive strength and flexural strength determination at the stipulated days. The microstructure, mineralogy and phase change of selected samples were determined using Scanning electron microscope, X-ray diffraction, and Thermogravimetric Analyzer-Differential Scanning Calorimeter, respectively. The ceramics based foamed concrete exhibited lower slump compared to conventional mixture, mainly due to its aggregate higher water absorption capacity. A 100% ceramics based mix gave strength in somewhat closeness to that of conventional mixture, and it was evidently shown by a lower amount of Portlandite (Ca(OH)(2)) dehydroxylated between 420 and 550 degrees C burner temperature for this mixture. The study demonstrates the possibility of incorporating ceramics along with mineral admixtures such as fly ash and aluminum powder for production of foamed concrete. (C) 2019 Elsevier Ltd. All rights reserved.
机译:在混合,压实和放置过程中,由于骨料颗粒与糊状基质之间的相互作用,水泥基材料会发生不同的微观结构变化。就糊料密度,界面过渡区,渗透性等而言,这种固有的改性趋向于改善或降低混凝土的强度性能。这项研究评估了含粉煤灰和粉状陶瓷的泡沫混凝土的微观结构,矿物学,相变和强度特性。由地板和墙砖废料产生的部分陶瓷,以及小于4.75毫米的筛网以及粉煤灰分别用作河沙和水泥的部分替代品。所用的发泡剂是铝粉。但是,其他成分保持不变。准备了150毫米混凝土立方体和100 x 100 x 500毫米棱柱的样品,并在水中固化3天,7天和28天,以在规定的天数确定抗压强度和弯曲强度。所选样品的微观结构,矿物学和相变分别使用扫描电子显微镜,X射线衍射和热重分析仪-差示扫描量热仪测定。与常规混合物相比,陶瓷基泡沫混凝土的坍落度更低,这主要是由于其总体上具有更高的吸水能力。 100%的陶瓷基混合物的强度与常规混合物的强度有些接近,并且明显的是,在420至550℃的燃烧器温度下,较少量的波特兰石(Ca(OH)(2))脱羟基。这项研究表明,将陶瓷与矿物掺合料(如粉煤灰和铝粉)掺混用于生产泡沫混凝土的可能性。 (C)2019 Elsevier Ltd.保留所有权利。

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