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Comparison of Glass Powder and Fly Ash Effect on the Fresh Properties of Self-Compacting Mortars

机译:玻璃粉与粉煤灰效应对自压制砂浆新鲜特性的比较

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摘要

This study is aimed to determine effects of glass powder on fresh properties of self-compacting mortars. Self-compacting mortars incorporating glass powder (SCMGPs) were designed with a water/binder ratio of 0.40 and a total binder content of 550 kg/m3. At first, the control mixture was produced with 20% fly ash and % 80 cement of the total binder content without using the glass powder. Then, glass powder was used in the proportions 5%, 10%, 15% and 20% instead of fly ash in the mortars. Mini-slump flow and mini-v funnel tests experimentally investigated on SCMGPs to compare the effect of fly ash and glass powder. With increasing the amount of glass powder used in SCMGPs increased the amount of superplasticizer used to obtain the desired mini-slump flow diameter. So, the use of glass powder reduced the flow ability of SCMGPs in comparison to fly ash. Additionally, the compressive strength and flexural strength of the mortar mixtures were determined at the 28th day. The test results indicated that the mechanical characteristics of SCMGPs improved when the fly ash was replaced with glass powder in SCMGPs.
机译:本研究旨在确定玻璃粉对自压制砂浆的新特性的影响。掺入玻璃粉末(SCMGPS)的自压制砂浆,设计水/粘合剂比为0.40,总粘合剂含量为550kg / m 3。首先,用20%飞灰和总粘合剂含量的%80水泥产生对照混合物而不使用玻璃粉末。然后,使用玻璃粉的比例5%,10%,15%和20%而不是迫击炮中的粉煤灰。在SCMGPS上实验研究了迷你坍落度和迷你漏斗试验,比较粉煤灰和玻璃粉的效果。随着SCMGPS中使用的玻璃粉末的量增加,用于获得所需的迷你坍落度的过度塑化剂的量增加。因此,使用玻璃粉的使用降低了SCMGP与粉煤灰相比的流动能力。另外,在第28天测定砂浆混合物的抗压强度和抗弯强度。试验结果表明,用玻璃粉在SCMGPS中替换粉煤灰时,SCMGP的机械特性改善。

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