自密实混凝土抗收缩开裂性能研究

A. Yasumoto, Y. Edamatsu, M. Mizukoshi, S. Nagaoka
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引用次数: 5

摘要

本研究考察了粉末状添加剂与自密实混凝土结合使用的效果,以及由于自收缩和干燥收缩引起的收缩裂缝的不同抵抗水平。通过比较混凝土在约束条件下的开裂年龄来估计阻力。粉末状材料为普通硅酸盐水泥、低热硅酸盐水泥、硅酸盐高炉矿渣水泥和普通硅酸盐水泥与石灰石粉的两种共混物(石灰石粉的掺量比分别为30%和55%)。从实验结果可以看出,不同粉料的自密实混凝土抗收缩裂缝的水平有很大的不同。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Study on the Shrinkage Crack Resistance of Self-Compacting Concrete
This study looked at the effects of powdered additives used in conjunction with self-compacting concrete and the varying resistance levels to shrinkage crack due to autogenous and drying shrinkage. Resistance was estimated by comparing the cracking ages of the concrete under restrained conditions. The powdered materials used were normal portland cement, low-heat portland cement, portland blast furnace slag cement, and two blends of normal portland cement and limestone powder (the blending volume ratios of limestone powder were 30% and 55%). From the results of the experiments, it became clear that the resistance level of self-compacting concrete to shrinkage crack was quite different depending on the type of powdered materials used.
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