Influence of coarse aggregate grading types on the cost of concrete

C. U. Anya, I. C. Onyechere, J. I. Chukwu, N. L. Nwakwasi, F. C. Njoku, O. Ani
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Abstract

The effects of grades of coarse aggregates on the cost of concrete was studied. Several times in real life practice, the engineer at construction site is faced with the problem of not having the required grade of coarse aggregate for a given project. . This could be caused by several reasons such as; non-availability of desired grade, the different grades of coarse aggregate being obtained as a left over from a sister project, etc. In Nigeria, coarse aggregate for concrete is very expensive and thus, the engineer will think of how to use the available grade of coarse aggregate in his concrete mix design to achieve the desired results instead of discarding it. In this study, seven different grades of coarse aggregate were investigated. The fineness modulus of the fine aggregate and bulk densities of the various grades of coarse aggregate were determined. The results were used together with tables from American Concrete Institute (ACI) code to carry out concrete mix design on all the various grades of coarse aggregate to calculate the quantities of the different elements of concrete. From the mix design, the cost of the materials for producing one cubic meter of concrete was determined. The result showed that the Well graded aggregate had the highest bulk density of 1717Kg/m3 while uniformly graded retained on 10mm sieve had the least bulk density of 1580Kg/m3. Uniformly graded aggregate retained on 10mm sieve required the highest cost of N58,278.81 to produce a cubic meter of grade 25 concrete while the cost was least at N56,242.52 when uniformly graded retained on 20mm sieve and Gap-graded without 5mm size were used. This suggests that the larger the size of coarse aggregate (within the size limits studied) the less the cement paste required and hence the less the cost.
粗骨料级配类型对混凝土成本的影响
研究了粗骨料等级对混凝土成本的影响。在实际工作中,施工现场的工程师会多次遇到没有特定工程所需的粗骨料等级的问题。.造成这种情况的原因有多种,例如:无法获得所需级配的粗骨料,不同级配的粗骨料是从兄弟项目中剩余的粗骨料等。在尼日利亚,用于混凝土的粗骨料非常昂贵,因此,工程师会考虑如何在混凝土混合设计中使用现有等级的粗骨料,以达到预期效果,而不是将其丢弃。本研究调查了七种不同等级的粗骨料。确定了细骨料的细度模数和不同等级粗骨料的体积密度。研究结果与美国混凝土协会(ACI)规范中的表格一起用于对所有不同等级的粗骨料进行混凝土混合设计,以计算混凝土中不同元素的数量。根据混合设计,确定了生产一立方米混凝土的材料成本。结果表明,井式级配骨料的体积密度最高,为 1717 千克/立方米,而 10 毫米筛上截留的均匀级配骨料的体积密度最低,为 1580 千克/立方米。生产一立方米 25 级混凝土所需的 10 毫米筛上均匀级配骨料成本最高,为 58 278.81 纳元,而使用 20 毫米筛上均匀级配骨料和不含 5 毫米粒径的间隙级配骨料所需的成本最低,为 56 242.52 纳元。这表明,粗骨料的粒度越大(在所研究的粒度范围内),所需的水泥浆就越少,因此成本也就越低。
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CiteScore
0.10
自引率
0.00%
发文量
126
审稿时长
11 weeks
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