槟榔纤维的增加对轻混凝土板的物理和机械特性的影响,苍蝇灰作为过滤器

Muhammad Blestynsky Renaldi, Alimin Mahyudin
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引用次数: 0

摘要

研究了槟榔对以粉煤灰为填料的轻质混凝土板物理力学性能的影响。槟榔纤维变异量0.2%;0.4%;0.6%;0.8%;1%使用随机排列的纤维。测试的物理和机械性能包括密度、吸水率、孔隙率、抗压强度和弯曲强度,由通用试验机(UTM)测量。试验结果表明,槟榔纤维质量的加入与密度成反比,与孔隙率和吸水率成正比。1%纤维变化试样的密度最小值为2 gr/cm3,无纤维和粉煤灰组合物的孔隙率最小值为19.56%,无纤维和粉煤灰组合物的吸水率最小值为9.47%。槟榔加粉煤灰能提高轻质混凝土板试样的抗压强度和抗弯强度值。纤维掺量为1%时,抗压强度最高为78.5 kg/cm3;纤维掺量为1%时,抗折强度最高为66 kg/cm3。样品的孔隙率和吸水率符合SNI 03-2105-2006标准。另外,试样试验得到的抗压强度值符合SNI 03-3449-2002标准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengaruh Penambahan Serat Pinang Terhadap Sifat Fisik dan Mekanik Papan Beton Ringan dengan Fly ash Sebagai Filler
Research has been carried out on the effect of adding betel nut to the physical and mechanical properties of lightweight concrete boards with fly ash as filler. Variation of areca fiber 0.2%; 0.4%; 0.6%; 0.8%;1% by using a random arrangement of fibers. Physical and mechanical properties tested include density, water absorption, porosity, compressive strength , and flexural strength measured by Universal Testing Machine (UTM). Based on the test results, adding areca fiber mass is inversely proportional to density and proportional to porosity and water absorption. The lowest density value in the 1% fiber variation sample is 2 gr/cm3, the lowest porosity value is 19.56% with the composition without fiber and fly ash, and the lowest water absorption value is 9.47% in the composition without fiber and fly ash. Fly ash with betel nut able to increase the value of the compressive strength and flexural strength of the lightweight concrete board sample. The highest compressive strength value in the addition of fiber is 78.5 kg/cm3 with a fiber composition of 1%, while the highest flexural strength value is 66 kg/cm3 with a fiber composition of 1%. The porosity and water absorption values of the sample had SNI 03-2105-2006 standard. In addition, the compressive strength value obtained from the sample test meets the SNI 03-3449-2002 standard .
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