Utilization of Disposable Diaper Waste with Added Naphthalene Formaldehyde Sulfonate into Paving Blocks in an Effort to Minimize Waste to Reduce Environmental Pollution

Mayang Sari Juita, Dodit Ardiatma, Nur Ilman Ilyas
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Abstract

This research aims to determine the best classification and composition of paving blocks mixed with baby diaper waste in terms of compressive strength and water absorption of paving blocks based on SNI 03-0691-1996, the effect of variations in baby diaper waste on compressive strength and water absorption tests and to determine the quality comparison. paving blocks mixed with baby diaper waste and commercial paving blocks. The method used in this research is an experimental method, using a quantitative approach. The materials used to produce paving blocks are cement, sand, water, a mixture of baby diaper waste and the added ingredient sikacim concrete additive. The samples were tested to determine the relationship between physical characteristics and mechanical properties with material composition in accordance with the quality of Paving Blocks produced based on SNI 03-0691-1996. In this research, it was determined based on the planning ratio between cement and sand, namely 3:7. Baby diaper waste added to the paving blocks was 0 grams, 5 grams, 10 grams, 15 grams and 20 grams. The best classification and composition for adding baby diaper waste to paving blocks if viewed from the compressive strength of paving blocks is by adding 10 grams of baby diaper waste with a compressive strength of 36.76 Mpa which meets the SNI 03-0691-1996 quality classification A, where this paving block can be used for roads, container terminal land pavement at ports, non-structural and structural needs with other heavy loads. Meanwhile, if we look at the water absorption capacity of the paving blocks, the best classification and composition of adding 5 grams of baby diaper waste with the lowest water absorption capacity of 1.41% meets the SNI 03-0691-1996 quality classification standard A.
将添加了萘甲醛磺酸盐的一次性尿布废料用于铺路砖,努力减少废物以降低环境污染
本研究旨在根据 SNI 03-0691-1996 确定掺有婴儿尿布废料的铺路砖在抗压强度和吸水性方面的最佳分类和组成,婴儿尿布废料的变化对抗压强度和吸水性测试的影响,并确定掺有婴儿尿布废料的铺路砖和商用铺路砖的质量比较。本研究采用的方法是实验法,使用定量方法。用于生产铺路砖的材料有水泥、沙子、水、婴儿尿布废料混合物和添加成分 sikacim 混凝土添加剂。根据 SNI 03-0691-1996 生产的铺路砖质量标准,对样品进行了测试,以确定物理特性和机械性能与材料成分之间的关系。在这项研究中,它是根据水泥和沙子的规划比例(即 3:7)确定的。铺路砖中添加的婴儿尿布废料分别为 0 克、5 克、10 克、15 克和 20 克。如果从铺路砖的抗压强度来看,在铺路砖中添加婴儿尿布废料的最佳分类和成分是添加 10 克婴儿尿布废料,抗压强度为 36.76 兆帕,符合 SNI 03-0691-1996 质量分类 A,这种铺路砖可用于道路、港口集装箱码头陆地铺装、非结构性和结构性需求以及其他重负荷。同时,从铺路砖的吸水率来看,添加 5 克婴儿尿布废料的最佳分类和成分,吸水率最低,为 1.41%,符合 SNI 03-0691-1996 质量分类标准 A 级。
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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