用炭黑分散体改性自密实混凝土

K. A. Zhuravleva, M. A. Volkov, E. Karpova
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引用次数: 0

摘要

随着“可持续发展”概念的发展,今天人们相当重视节约能源、保护环境和合理消耗自然资源的问题,与此相关的是开发新的混凝土配方和混凝土技术。特别是,自密实混凝土(SCC)是一种很有前途的材料,可以优化混凝土铺设过程,同时减少劳动力和能源成本。实施“可持续发展”理念的一个重要方面是利用工业废料作为混凝土改性剂。本研究致力于研究炭黑分散对SCC工艺性能和物理力学性能的影响。按水泥重量计,混凝土中炭黑的含量从0到0.5%不等。当添加剂含量从0增加到0.5%时,标准锥体的扩散从650 mm增加到700 ~ 720 mm,而达到500 mm的扩散时间为3 ~ 4 s。炭黑分散改性的SCC样品的密度和抗压强度与对照样品相比,随掺量的增加略有变化,水泥质量比增加0.25%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Self-compacting concrete modified with dispersion of carbon black
With the development of the concept of "sustainable development", considerable attention is being paid today to the problems of energy conservation, environmental protection and rational consumption of natural resources, in connection with which the development of new concrete formulations and concreting technologies is relevant. In particular, self-compacting concrete (SCC) is a promising material that allows optimizing the process of laying concrete, while reducing labor and energy costs. An important aspect in the implementation of the concept of "sustainable development" is the use of industrial waste as concrete modifiers. This study is devoted to the study of the effect of carbon black dispersion on the technological and physico-mechanical properties of the SCC. The carbon black content in the concrete mix varied from 0 to 0.5% by weight of cement. An increase in the additive content from 0 to 0.5% led to an increase in the spreading of the standard cone from 650 to 700-720 mm, while the time to reach the spreading diameter of 500 mm was 3-4 s. The density and compressive strength of SCC samples modified with the dispersion of carbon black, compared with the control sample, changed slightly with an increase in the additive content up to 0.25% by weight of cement.
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