Influence of Storage Conditions and Concrete Composition on the Effectiveness of Different Silica Fumes Against ASR

M. Bérubé, J. Duchesne, J. Frenette
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引用次数: 5

Abstract

Cement paste samples incorporating various amounts of silica fume were made and stored in humid air at 23 degrees C and 38 degrees C. Their pore solution was expressed under high pressure at different times, then analyzed for its alkali content. The storage temperature did not significantly affect the alkal concentration in the short term (0-28 days), where most reaction products (hydrates) are formed. However, all control and blended pastes stored at 38 degrees C recycled very significant amounts of alkali in the pore solution between 28 days and 1.5 years, while not those stored at 23 degrees C. Consequently, the long-term effectiveness of silica fume against alkali-silica reaction (ASR) should be better than expected from a number of recent experimental studies all involving concrete expansion tests conducted at 38 degrees C, for field concretes exposed at an average lower temperature, e.g. in many regions of the world. This would explain at the same time why satisfactory field performance is reported in Iceland, for instance, while the only one case reported until now relating to poor field performance of silica fume against ASR took place under the hot South African climate. Results from concrete prism expansion tests also indicated that ASR expansion can develop in high performance concrete, even with moderately reactive aggregates. Other expansion results confirmed that the higher the degree of reactivity of the particular reactive aggregate to counteract, the alkali content in the silica fume, the alkali content in the portland cement used, and the cement dosage, in other words the higher the total concrete alkali content, the higher is the amount of silica fume required to counteract ASR expansion. The study also indicated that pelletizing the silica fume before mixing with the clinker at the grinding stage did not reduce its effectiveness against ASR, provided the grinding process is effective in dispersing the silica fume.
贮存条件和混凝土成分对不同硅烟抗ASR效果的影响
在23℃和38℃的潮湿空气中,制备了含有不同量硅灰的水泥膏体样品,并对其在不同时间的高压下的孔隙溶液进行了表达,然后分析了其碱含量。在短期内(0-28天),储存温度对碱浓度没有显著影响,大部分反应产物(水合物)在此形成。然而,在38℃下储存的所有对照和混合膏体在28天至1.5年之间在孔隙溶液中回收了非常大量的碱,而在23℃下储存的膏体则没有。因此,硅灰对抗碱-硅反应(ASR)的长期有效性应该比最近一些实验研究的预期要好,这些实验研究都涉及在38℃下进行的混凝土膨胀测试,对于暴露在平均较低温度下的现场混凝土。在世界上许多地区。这可以同时解释为什么在冰岛报告了令人满意的现场性能,例如,而迄今为止报道的唯一一个与硅粉抗ASR现场性能差有关的案例发生在炎热的南非气候下。混凝土棱柱膨胀试验结果也表明,高性能混凝土中,即使含有中等反应性骨料,也会发生ASR膨胀。其他膨胀结果证实,要中和的特定活性骨料的反应性程度越高,硅灰中的碱含量、所用硅酸盐水泥中的碱含量和水泥用量,换句话说,混凝土总碱含量越高,抵消ASR膨胀所需的硅灰量就越高。该研究还表明,在粉碎阶段与熟料混合之前将硅灰制成球团并不会降低其对抗ASR的有效性,前提是粉碎过程有效地分散了硅灰。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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