骨料粒径和形状对混凝土抗压强度的影响

IF 3.1 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Claudius Konitufe, Aliyu Abubakar, Abubakar Sabo Baba
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引用次数: 1

摘要

本文研究了粗集料的大小和形状对混凝土抗压强度的影响。混凝土强度受表面纹理、级配和最大骨料粒径的影响。角形粗骨料和圆形粗骨料选用了六种不同粒径的粗骨料。将粗集料用于混凝土的生产,并进行了和易性、密度和抗压强度的测试。试件在全水浸泡下分别固化3、7、14、21、28天。结果表明:在相同养护条件和水灰比下,角形骨料和圆形骨料的混凝土抗压强度随骨料粒径的增大而增大,骨料粒径达到14 mm;角料和圆料混凝土在养护28天、骨料粒径为14 mm时的最佳抗压强度分别为27.58 N/mm2和25.88 N/mm2。角形粗集料比圆形粗集料具有更好的混凝土抗压强度。建立的预测圆角骨料抗压强度的模型方程R2值为95.66%,R2值越高,模型与数据拟合越好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of Aggregate Size and Shape on the Compressive Strength of Concrete
This paper investigates the effect of the size and shape of coarse aggregates on the compressive strength of concrete. Concrete strength is affected by the surface texture, grading and maximum aggregate size. Six different sizes of coarse aggregate have been selected for both angular and rounded coarse aggregate. The coarse aggregates were used in the production of concrete and tested for workability, density and compressive strength. The specimen was cured for 3, 7, 14, 21 and 28 days by full water immersion. The results indicated that under the same curing conditions and water-cement ratio, the compressive strength of concrete produced with both angular and rounded aggregates increased with increasing aggregate size, up to an aggregate size of 14 mm. The optimum compressive strength of 27.58 N/mm2 and 25.88 N/mm2 were achieved at 28 days curing and 14 mm aggregate size for concrete with angular and rounded aggregates respectively. Coarse aggregates with angular shape result in concretes with better compressive strength than coarse aggregates with a rounded shape. The model equation developed to predict the compressive strength of rounded aggregate has R2 value of 95.66%, and the higher the value of R2, the better the model fits the data.
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来源期刊
Construction Innovation-England
Construction Innovation-England CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
7.10
自引率
12.10%
发文量
71
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