Fepy Supriani, Jonrinaldi, Agung Beriyadi
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摘要

砂浆是一种由沙子和水泥加水组成的胶结材料。河沙和山沙是明古鲁市大量可用的沙子类型。本研究旨在确定河砂颗粒细模量对砂浆抗压强度的影响,并与库柏山砂进行比较。使用的沙河为Kembang Sri river sand (MHB 2,91)、penandding sand (MHB 2,204)、Lubuk Kebur sand (MHB 3,452)、Talang Rasau sand (MHB 2,257)和Curup Mountain sand (MHB 1,29)。水泥与砂的比值变化为1Pc: 4Ps、1Pc: 5Ps、1Pc: 6Ps。每个变异由6个侧面尺寸为50mm的立方体样品组成。试验在样品28日龄时进行。混合方案的初始流量为105-115%。结果表明,1Pc: 4Ps和1Pc: 6Ps的砂浆抗压强度最大值分别为14.08 MPa和7.77 MPa。1Pc: 5Ps混合料砂浆抗压强度最高的是塔朗罗索河砂,为11.43 MPa(比山砂高120,44%)。塔朗罗索河砂的1Pc:4Ps和1Pc:6Ps混合物强度分别为山砂的87.64%和93.17%。甘邦斯里河砂在1Pc: 4Ps、1Pc: 5Ps和1Pc: 6Ps的混合料中砂浆抗压强度值较山砂最低,分别为34.80%、27.40%和28.57%。平均而言,级配在III区的河砂可用于砂浆混合物,但其强度仍低于山砂。关键词:河砂,山砂,砂浆,细模抗压强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALISIS PERBANDINGAN KUAT TEKAN MORTAR BERDASARKAN MODULUS HALUS BUTIR (MHB) PASIR SUNGAI DENGAN PASIR GUNUNG
Mortar is a cementation material composed of sand and cement with added water. River and mountain sand are types of sand that are available in large quantities in Bengkulu City. This study aimed to determine the effect of grain fine modulus from river sand on the compressive strength of mortar compared to Curup Mountain Sand. The sand river used was Kembang Sri River Sand (MHB 2,91), Penanding (MHB 2,204), Lubuk Kebur (MHB 3,452), Talang Rasau (MHB 2,257) and Curup Mountain Sand (MHB 1,29). The ratio variation between cement and sand used was 1Pc : 4Ps, 1Pc : 5Ps and 1Pc : 6Ps. Each variation was made 6 cube samples with a side dimension of 50 mm. The test was done at the age of the sample 28 days. The initial flow of the mixture plan is 105-115%. The results obtained of the highest value of mortar compressive strength for the mixture of 1Pc : 4Ps and 1Pc : 6Ps was found in Curup Mountain Sand, which was 14,08 MPa and 7,77 MPa. The highest value of mortar compressive strength for 1Pc : 5Ps mixture was found in Talang Rasau River Sand, which was 11.43 MPa (120,44% compared to Mountain Sand). The 1Pc:4Ps and 1Pc:6Ps mixture of Talang Rasau River Sand has a strength of 87.64% and 93.17% compared to Mountain Sand. Kembang Sri River sand has the lowest mortar compressive strength value for each mixture of 1Pc : 4Ps, 1Pc : 5Ps and 1Pc : 6Ps, compared to the strength of mountain sand was 34,80%, 27,40% and 28,57%. On the average, river sand with the gradation in zone III can be used for mortar mixture, although its strength is still below that of mountain sand. Keyword : river sand, mountain sand, mortar, fine modulus compressive strength.
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