Penggunaan Cangkang Kemiri Sebagai Subtitusi Agregat Kasar Dan Zat Tambah Terhadap Sifat Mekanis Beton

Zainal Abidin Haris, Arman Setiawan, Eka Yuniarto
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Abstract

Indonesia is a developing country that is improving public infrastructure development, which serves to support the continuity of services to the community. Research that has often been carried out in general generally uses a simple technology by utilizing local resources including the use of waste as a building material, one of which is pecan shells. The purpose of this study was to obtain the effect of partial substitution of crushed stone with a kemeiri shell by 5% and the addition of various added substances by 0.6% of the weight of cement on the compressive and tensile strength of concrete. There were 47 samples made, including 23 samples of normal concrete and 24 samples of variation concrete. Concrete samples were soaked for 28 days before testing the compressive strength and tensile strength of concrete. The results of this test showed that pecan shell mixed concrete experienced a decrease in compressive and tensile strength values compared to normal concrete, while in pecan mixed concrete variations of various added substances experienced higher compressive and tensile strength values than pecan mixed concrete.
用烛台壳替代粗骨料和添加剂对混凝土力学性能的影响
印度尼西亚是一个发展中国家,正在改善公共基础设施建设,以支持社区服务的连续性。一般来说,经常开展的研究通常采用简单的技术,利用当地资源,包括使用废物作为建筑材料,山核桃壳就是其中之一。这项研究的目的是了解用山核桃壳部分替代 5%的碎石以及添加水泥重量 0.6%的各种添加物质对混凝土抗压和抗拉强度的影响。共制作了 47 个样本,包括 23 个普通混凝土样本和 24 个变异混凝土样本。在测试混凝土的抗压强度和抗拉强度之前,先将混凝土样品浸泡 28 天。试验结果表明,与普通混凝土相比,山核桃壳混合混凝土的抗压强度和抗拉强度值都有所下降,而在山核桃混合混凝土中,添加各种物质的变异混凝土的抗压强度和抗拉强度值都高于山核桃混合混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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