自密实混凝土的可持续发展与耐久性

L. Coppola, T. Cerulli, D. Salvioni
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引用次数: 46

摘要

自密实混凝土(SCC)代表了可持续材料的发展,因为它们鼓励使用废物和回收材料。事实上,为达到可变形性和通过性所必需的大量极细粉末,允许SCC消耗大量的粉煤灰,拆除混凝土结构回收产生的极细颗粒,以及从大理石采石场获得的大量钙质填料。此外,与传统混凝土相比,SCC材料具有更长的耐久性。由于自密实混凝土(SCC)的新特性与传统混凝土(CC)明显不同,当使用自密实混凝土时,由于骨料和水泥基体之间界面过渡区的微观结构的改变,耐久性可以显著提高。本文介绍了一项实验研究的结果,以评估界面过渡区(itz)和散体膏体的微观结构变化,并给出了钙质填料(实现自密实性的基本成分)对水泥水化过程的影响数据。数据表明,当使用自密实混凝土时,内部出血的减少似乎有利于形成一个更强的过渡区,其特征是多孔结构较少,微裂缝数量有限,因此SCC的抗压强度值相对于CC更高。通过EDAX分析,在SCC和CC的体积基质中,itz的化学性质没有发现差异。对水泥水化过程的温度曲线与时间曲线的分析表明,钙质颗粒促进了钙矾石非均质成核的形成,从而提高了钙矾石的结晶度,使钙矾石的正常休眠期更短,因此,当使用钙质填料时,早期强度值更高。
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Sustainable Development and Durability of Self-Compacting Concretes
Self-compacting concretes (SCC) represent a move toward a sustainable material since they encourage the use of waste and recycled materials. The high volume of very fine powder necessary to achieve deformability and passing ability properties, in fact, permits SCC to consume large amount of fly-ash, very fine particles generated by the recycling of demolished concrete structures, and huge amount of calcareous filler available from the marble quarries. Moreover SCC turn out to be materials with an extended durability with respect to conventional concretes. Since fresh properties of self-compacting concretes (SCC) are significantly different from those of conventional concretes (CC) durability can be significantly improved when a SCC is used due to a modification of the microstructure of the interfacial transition zone between aggregates and cement matrix. This paper presents results of an experimental study carried out to evaluate changes in microstructure of interfacial transition zone (itz) and of bulk paste for both SCC and CC. Data on the influence of the calcareous filler, a fundamental ingredients to achieve self-compactability, on the hydration process of cement are also presented. Data indicate that the decrease in internal bleeding, when self-compacting concrete is used, seems to favour the formation of a stronger transition zone characterized by a less porous structure and with a limited amount of microcracking responsible for higher compressive strength values for SCC with respect CC. No differences were detected by EDAX analysis in the chemical nature of itz with respect the bulk matrix both for SCC and CC. Finally, observations of the cement hydration by analysis of the temperature profile vs time seem to indicate the calcareous grains promote formation of heterogeneous nucleation responsible for the increased crystallinity of ettringite, for a shorter normally dormant period and, hence, for higher strength values at early ages, when the calcareous filler is used.
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