微填料对减水剂效能及低水泥混凝土强度的影响

N. Tolypina, E. Hahaleva, D. Danilov, D. Chashin
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摘要

在水泥消耗量为180-250 kg/m3的普通牌号混凝土中,即使使用最大的高效减水剂,混凝土混合物的需水量减少也不超过10%。为此,研究了具有不同电表面特性的微填料对减水剂效能和低水泥混凝土强度的影响。结果表明,在控制成分的混凝土混合料中,只有由于高耗水量才有可能达到正常的稠度(PK = 106-115 mm),合资企业的减水率仅为4.5%。结果表明,当细石英的添加量从20%增加到70%时,粉末部分的消耗从230 kg/m3增加到452 kg/m3,而W / C从0.68降低到0.51(33%),强度分别提高了40.5% (R7comp)和30.6% (R28 comp)。石灰石微填料的掺量由20%增加到70%,W / C由0.66降低到0.5(32%),强度分别提高145% (R7组)和74% (R28组)。因此,在低水泥混凝土中使用细分散填料,根据粉末填料的用量(20 - 70%)的不同,在同等流动性的混合物(GOST 310.4)中,W/C有可能显著降低23,6 - 43,8 %,而填料的类型对减水剂的减水能力没有显著影响,但在水泥混凝土基质的结构形成过程中起着重要作用。由于它们的电表面特性对填料颗粒与水泥石之间的粘附性的影响。在低水泥混凝土中,随着细填料掺量从20%增加到70%,混凝土强度增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
THE EFFECT OF MICRO-FILLERS ON THE EFFECTIVENESS OF SUPERPLASTICIZERS AND THE STRENGTH OF LOW-CEMENT CONCRETES
In concretes of ordinary grades with a cement consumption of 180–250 kg/m3, the reduction in the water demand of the concrete mixture, even with the maximum consumption of superplasticizers, does not exceed 10 %. In this regard, the influence of micro-fillers with various electrosurface properties on the effectiveness of the superplasticizer and the strength of low-cement concrete is investigated. It is shown that in the concrete mixture of the control composition, achieving a normal consistency (PK = 106–115 mm) is possible only due to high water consumption, the water-reducing efficiency of the joint venture was only 4,5 %. It was found that with the addition of fine quartz from 20 to 70 %, the consumption of the powder part increased from 230 to 452 kg/m3, while there was a decrease in W / C from 0,68 to 0,51 (33 %), as well as an increase in strength by 40,5 % (R7comp) and 30,6 % (R28 comp). With an increase in the dosage of limestone microfillers from 20 to 70 % W / C decreased from 0,66 to 0,5 (32 %), the strength increased by 145 % (R7 comp) and 74% (R28 comp). Thus, the use of fine-dispersed fillers in low-cement concretes makes it possible to achieve a significant reduction in W/C by 23,6–43,8 % in equally mobile mixtures (GOST 310.4), depending on the dosage of the powder filler (20–70 %), while the type of filler does not have a noticeable effect on the water-reducing ability of the superplasticizer, but plays a significant role in the processes of structure formation of cement concrete matrices, due to the influence of their electrosurface properties on the adhesion between filler particles and cement stone. In low-cement concretes, with the growth of fine fillers from 20 to 70 %, the strength of concrete increases.
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