普通、高性能和自密实混凝土配合比的优化

B. Persson
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引用次数: 0

摘要

本文对混凝土配合比优化进行了试验和数值研究。为此,在实验室研究了约500种混合比例,并与工业上的约500种混合比例进行了比较。研究对象包括普通混凝土、高性能混凝土和自密实混凝土。该方案包括粉煤灰、石灰石填料、硅灰和硅渣等添加剂以及不同种类的水泥。w/c在0.15 ~ 1之间变化,28天缸体强度在20 ~ 120 MPa之间。结果表明,在考虑相关需水量和w/c与强度相关性的情况下,每种水泥和混凝土类型均存在理想的颗粒分布曲线。这项研究产生了一个高效的商用计算机程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
"Optimization of Mixture Proportions of Normal, High-Performance and Self-Compacting Concrete"
This paper outlines an experimental and numerical study on the optimization of mixture proportions in concrete. For this purpose about 500 mixture proportions were studied in the laboratory and compared with about 500 mixture proportions from industry. Normal, high-performance and self-compacting concrete were included in the investigation. Additives, such as fly ash, limestone filler, silica fume and slag and different kinds of cement were included in the program. The w/c varied between 0.15 and 1, with 28-day cylinder strength ranging from 20 to 120 MPa. The results show with high significance that ideal particle distribution curves exist fro each cement and concrete type taking into account also the related water demand and the correlation between w/c and strength. The study resulted in a highly efficient commercially available computer program.
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