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Influence of metakaolin on properties of injection grouts prepared by natural hydraulic lime

机译:偏高岭土对天然水硬石灰制备的注浆性能的影响

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摘要

Masonry degradation caused by aging of the material and consequent reduction in loadbearing capacity due to the lack of connection between masonry elements is commonly repaired by injecting. This technique is one of the less invasive ones and it preserves most of the characteristics of the original masonry, which is especially important in conservationrestoration of cultural heritage. While injection grouts based on cement can result in further degradation of masonry, lime-based grouts have become increasingly used in conservationrestoration practice. Although lime grouts are more compatible with historic materials, they are deficient in terms of consolidation of the structural elements. In order to overcome these shortcomings, different grout mixtures were prepared by mixing natural hydraulic lime and two different types of metakaolin at substitution rates of 10 %, 20 % and 30 % by mass. The test results of grout properties showed that higher metakaolin content increases the water demand udof the fresh mixtures as well as compressive strength and porosity of the hardened mixtures. The addition of metakaolin at constant fluidity slightly enhanced water retention, but had no significant impact on volume change and bleeding. When comparing two different metakaolins that were used, higher compressive strengths were measured in the case of the grouts which included the metakaolin with higher surface area and smaller quantity of unreactive mullite. The results show that the combination of natural hydraulic lime and metakaolin generates a stable grout, which has the potential to achieve considerable strengths, the necessary workability as well as use in conservation- restoration practice.
机译:由材料的老化引起的砖石降解以及由于砖石构件之间缺乏连接而导致的承重能力降低通常通过注入来修复。该技术是侵入性较小的技术之一,它保留了原始砖石的大多数特征,这在保护文化遗产方面尤其重要。尽管基于水泥的注浆会导致砖石进一步退化,但石灰基浆已越来越多地用于保护性修复实践中。尽管石灰浆与历史材料更相容,但在加固结构元素方面却不足。为了克服这些缺点,通过以10质量%,20质量%和30质量%的取代率混合天然水硬石灰和两种不同类型的偏高岭土来制备不同的水泥浆混合物。灌浆性能的测试结果表明,较高的偏高岭土含量会增加新鲜混合物的需水量以及硬化混合物的抗压强度和孔隙率。以恒定流动性添加偏高岭土可稍微提高保水性,但对体积变化和出血没有明显影响。当比较使用的两种不同的偏高岭土时,在灌浆情况下测得较高的抗压强度,其中包括具有较高表面积的偏高岭土和较少量的未反应莫来石。结果表明,天然水硬性石灰和偏高岭土的组合产生稳定的灌浆,它有可能获得相当大的强度,必要的可加工性以及在保护修复实践中的应用。

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    Vavričuk Anja;

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  • 年度 2016
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