蔗渣灰和石料粉尘在混凝土中的性能特性

S. Sai Charan, Subhashish Dey, V. V. Praveen Kumar, T. Sireesha
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引用次数: 0

摘要

印度是农业生产最强的国家之一,因此导致了废物的积累,从而导致了环境污染。研究人员正在使用不同的方法将这种农业和工业废物副产品用于建筑目的,以保护石灰石和河砂等自然资源。通过在建筑领域使用这些材料,可以在一定程度上降低材料成本,也有助于环境免受污染。本文反对使用甘蔗甘蔗渣(SCBA)(农业废弃物)和采石场粉尘(Q.D)(工业废弃物)分别作为水泥和沙子的部分替代品,以减少石灰石和河砂的稀缺性。分别用水泥替代5%、10%、15%、20%、25%、30%、35%和40%的SCBA。进行了不同的试验,以了解混凝土的性能,并将结果与常规配合比进行了比较。通过扫描电镜分析,确定了材料的颗粒尺寸和组成。试件抗压强度提高到35%后,强度开始下降。由于材料特性和混凝土试样制备过程中相对较多的空隙,SCBA的含量降低了35%以上,导致混凝土密度降低。试验结果证明,SCBA可替代35%(最佳水平)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Performance characteristics of sugarcane bagasse ash and quarry dust in concrete

India is one of the countries with the strongest agricultural production, hence leading to accumulation of the wastes and therefore leading pollution to the environment. Researchers are using different methods for using this agricultural and industrial waste by-products for construction purposes to safeguard natural sources like limestone, and river sand. By utilizing these materials in the construction sector, the material cost can be brought down to some extent and it also helps the environment to be free from pollution. This research paper object to the usage of Sugar Cane Bagasse Ash (SCBA) (Agricultural Waste) and Quarry Dust (Q.D) (Industrial Waste) as a partial substitution for cement and sand respectively to reduce the scarcity of the limestone and river sand. SCBA was replaced with cement in different levels of replacements 5%, 10%, 15%, 20%, 25%, 30%, 35%, and 40% respectively. The different tests were done to find out the performance of the concrete and the results were compared with the conventional mix. SEM analysis was done to find out the particle dimensions and composition of the materials. The compressive strength of the specimens was increased upto the level of 35% and then it was noticed that the strength got decreased. The content of SCBA got decreased beyond 35% due to the material characterization and relatively more voids in the preparation of concrete specimens, resulting in the reduction of density of concrete. So that the test results are proven that the SCBA can be replaced by 35% (Optimum level).

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