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Use of limestone sands and fillers in concrete without superplasticizer

机译:在不使用高效减水剂的混凝土中使用石灰石砂和填料

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This paper deals with the effects of the amount of limestone fillers with respect to the Theological, mechanical, and dimensional properties of concretes without superplasticizer. These concretes were made with two limestone coarse aggregates and one limestone sand from the same quarry, in order to avoid any artifact. Five sand containing fillers rate between 1.8% and 24% - representative rates of the categories defined in the EN 12260 norm for aggregates for concretes - were produced by mixture of original sand with its fine fraction or its grained fraction extracted beforehand by washing. The concretes were mix designed with the BetonlabPro2 software, whose algorithms take into account the presence of the limestone fillers. The experimental results show that the concretes containing from 100 to 150 kg/m~3 limestone fillers often present optimal properties, with equal consistency. But, higher quantities of fillers do not deteriorate significantly the properties of the concretes, even if their packing density decreases. This behavior is explained not only by the binding effect allotted to the limestone fillers, but also by an improvement of the paste-aggregates bond.
机译:本文探讨了石灰石填料用量对不使用高效减水剂的混凝土的流变,力学和尺寸性能的影响。这些混凝土由来自同一采石场的两种石灰石粗骨料和一种石灰石砂制成,以避免产生人工痕迹。五种含沙填料率介于1.8%至24%之间(这是EN 12260规范中规定的混凝土骨料的代表率),是通过将原始沙子与细颗粒或预先通过洗涤提取的颗粒部分混合而成的。使用BetonlabPro2软件对混凝土进行混合设计,该软件的算法考虑了石灰石填料的存在。实验结果表明,含有100至150 kg / m〜3石灰石填料的混凝土通常表现出最佳性能,并且具有相同的稠度。但是,即使填料密度降低,大量的填料也不会显着降低混凝土的性能。这种现象不仅可以通过赋予石灰石填料的粘结作用来解释,而且可以通过糊料-骨料结合的改善来解释。

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