Effect of Addition Polypropylene Fiber on Compressive Strength and Permeability Values in Porous Concrete

Wira Rante Paganggi, A. Makmur, Rachmansyah Rachmansyah
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Abstract

The infrastructure growth has an impact on reducing green areas, which will be followed by reduced water catchment areas. Porous concrete is one of the porous materials that can be used on a pedestrian walk, which is able to drain water. The porous concrete has a limitation strength. This research aims to determine the effect of using various content of chemical additive and polypropylene fibers for porous concrete mixtures related to the compressive strength and permeability values. This experimental method referring to ACI 522R-10 Standard. That specimens using chemical additives and variations of polypropylene fibers: 0.05%, 0.1%, 0.15%, 0.2%, and 0.25% by weight of cement. The results showed that the specimen which had the highest compressive strength was 16.9 MPa, which was added 0.25% polypropylene fiber. The addition of polypropylene fibers increases the compressive strength value by 5.6%. Based on the compressive strength and permeability graphs, it can be estimated that the optimal content of polypropylene fiber is 0.17% by weight of cement.
聚丙烯纤维对多孔混凝土抗压强度和渗透性的影响
基础设施的增长对绿地面积的减少产生了影响,随之而来的是集水区的减少。多孔混凝土是一种可用于人行道的多孔材料,能够排水。多孔混凝土的强度有限。本研究旨在确定在多孔混凝土混合物中使用不同含量的化学添加剂和聚丙烯纤维对抗压强度和渗透性值的影响。本实验方法参照ACI 522R-10标准。使用化学添加剂和聚丙烯纤维变体的试样:水泥重量的0.05%、0.1%、0.15%、0.2%和0.25%。结果表明,加入0.25%聚丙烯纤维后,抗压强度最高的试样为16.9MPa。聚丙烯纤维的加入使抗压强度值提高了5.6%。根据抗压强度和渗透性图,可以估计聚丙烯纤维的最佳含量为水泥重量的0.17%。
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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