利用聚丙烯纤维和棕榈油壳灰作为替代混凝土的替代品的创新使用

Rizal Andika Saputra, Luthfi Helmi Pratama, Puji Widodo, Riza Susanti
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引用次数: 0

摘要

基础设施发展的存在在鼓励全球竞争力方面迅速增加,包括印度尼西亚的基础设施发展。在基础设施建设中,有许多方面必须考虑。规划阶段是基础设施发展中最重要的阶段,因为它将决定要生产的建筑的质量。因此,印度尼西亚的基础设施发展必须使用良好的建筑材料设计,以提高建筑物的质量,并尽量减少损坏对建筑物的影响。另一种努力是通过使用可以降低昂贵的开发成本和更环保的材料来提高建筑质量。利用棕榈仁壳灰和聚丙烯纤维废料可以作为解决这一问题的替代方案。所进行的研究方法是在实验室进行定量实验,测试对象的变化形式为(0% ACS;PP) 0%;(6% acs;0% pp);(0% acs;6% pp);(3% ACS;3% PP)在28天混凝土寿命下进行抗压强度和抗弯强度试验。选择棕榈仁灰废料作为混凝土混合物的添加材料是因为它具有与水泥相同的特性,即二氧化硅(SiO4),而选择聚丙烯纤维是因为它可以作为粘结空心混凝土的填料。从已经完成的研究来看,已经制作的几种不同的测试对象已经完成了测试过程,并与普通混凝土K-300,改性混凝土(3% ACS;3% PP)是具有最佳变化的混凝土,效率更高,抗压和抗弯强度测试结果质量高,与正常混凝土质量结果相比分别为31,174 MPa和30 MPa。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Inovasi Pemanfaatan Serat Polypropylene dan Limbah Abu Cangkang Sawit sebagai Bahan Subtitusi Beton
The existence of infrastructure development has increased rapidly in encouraging global competitiveness, including infrastructure development in Indonesia. In infrastructure development, there are many aspects that must be considered. The planning stage is the most important stage in infrastructure development, because it will determine the quality of the building to be produced. Therefore, infrastructure development in Indonesia must use good construction material design to improve the quality of buildings and minimize the impact of damage to buildings. One of the alternative efforts made is to improve the quality of building quality by utilizing materials that can reduce expensive development costs and are more environmentally friendly. The use of palm kernel shell ash and polypropylene fiber waste can be an alternative solution to this problem. The research method carried out is quantitative experimental conducted in the laboratory with variations in test objects in the form of (0% ACS; 0% PP); (6 % ACS;0% PP); (0 % ACS;6% PP); (3% ACS;3% PP) tested for compressive strength and flexural strength at 28 days concrete life. Palm kernel shell ash waste was chosen as an added material for concrete mixture because it has the same properties as cement, namely silica (SiO4), while polypropylene fiber was chosen because it can function as a filler that binds hollow concrete. From the research that has been done, several variations of test objects that have been made have been made then have gone through a testing process and compared to normal concrete K-300, modified concrete (3% ACS; 3% PP) is concrete with optimum variations that are more efficient and have high quality in compressive and flexural strength test results, which are 31,174 MPa and 30 MPa from normal concrete quality results.
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