掺合料高效减水剂需求与硅灰、稻壳灰高性能混凝土强度发展的比较

S. Santos, L. Prudêncio, G. Gava
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引用次数: 1

摘要

高反应性火山灰的使用,如硅酸盐水泥混凝土中的硅灰,在过去二十年中显著增加,因为含有这些材料的混凝土的抵抗力和耐久性得到了改善。这些性能是通过微填料效应和火山灰与水泥化合物水化反应中释放的氢氧化钙的反应产生的水泥浆体密度增加来实现的。然而,这种对混凝土性能的有益影响涉及到相当大的成本增加,因为大量使用高效减水剂来赋予混凝土混合物所需的和易性。最近研究的一种替代火山灰是稻壳灰,一旦在受控条件下生产,它已被证明具有与硅灰相容的性能。然而,最近在巴西进行的研究表明,即使是残余的稻壳灰(为生产能源而燃烧稻壳的副产品)也表现出优异的火山灰性能。作为该研究的一部分,这项工作是为了比较高性能混凝土中硅灰和残余稻壳灰的性能而进行的。在对照混凝土(不含火山灰)的条件下,研究了高效减水剂外加剂的要求和强度发展。研究了三种水/胶凝材料(保持胶凝材料绝对体积不变)。稻壳灰已被证明是一种高活性的火山灰,可用于高性能混凝土的生产,并且比硅灰混凝土需要更少的高效减水剂。在性能评价方面,掺硅灰的混凝土比其他混凝土表现出更高的强度。然而,结果表明,从28天开始,残余稻壳灰混凝土的强度增加,在90天达到接近硅灰的强度值,这表明两种火山灰在后期的性能可能是相同的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparison Between Demand Of Superplasticizer of Admixture and and Strength Development of High Performance Concrete With Silica Fume and Residual Rice-Husk Ash
The use of high reactivity pozzolanas, such as silica fume in portland cement concrete, has increased significantly in the last two decades owing to improved resistance and durability of the concrete incorporating these materials. These properties were achieved through increased density of the cement paste generated by the micro-filler effect and pozzolanic reactions with calcium hydroxide liberated in hydration reactions of cement compounds. However, this beneficial effect on concrete properties involves a considerable cost increase due to the large use of superplasticizers necessary to confer the desired workability to concrete mixtures. A recently studied alternative pozzolana is rice-husk ash, which has been shown to present a performance compatible to that of silica fume, once it is produced under controlled conditions. Nevertheless, recent research in Brazil has shown that even residual rice-husk ash (a by-product of the cereal husk burning for energy production) presents excellent performances as a pozzolana. As part of that researth, this work has been carried out in order to compare silica fume performance with that of residual rice-husk ash in high-performance concrete. Both the demand of a superplasticizer admixture and strength development were investigated against a control concrete (without pozzolana). Three water/cementitious materials (keeping constant the absolute volume of cementitious materials) were studied. Residual rice-husk ash has been demonstrated to be a highly reactive pozzolana, ready for use in the production of high-performance concrete, and requiring less superplasticizer admixture than the concrete with silica fume. As to performance evaluation, concrete mixtures with silica fume showed greater strengths than other concretes. However, the results have shown an increase in residual rice-husk ash concrete strength from the 28th day on, reaching strength values close to those of silica fume at 90 days, an indication that the performance of both pozzolanas may be the same at later ages.
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