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Structure Formation Control of Foam Concrete

机译:泡沫混凝土结构形成控制

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摘要

The process of predetermined foam concrete structure formation is considered to be a crucial issue from the point of process control and it is currently understudied thus defining the need for additional research. One of the effective ways of structure formation control in naturally hardening foam concrete is reinforcement with dispersed fibers or introduction of plasticizers. The paper aims at studying the patterns of influence of microreinforcing and plasticizing additives on the structure and performance properties of foam concrete. Preparation of foam concrete mix has been conducted using one-step technology. The structure of modified foam concrete has been studied by means of electron microscopy. The cellular structure of foam concrete samples with the additives is homogeneous; the pores are uniformly distributed over the total volume. It has been revealed that introduction of the Neolas 5.2 plasticizer and microreinforcing fibers in the foam concrete mixture in the amount of 0.4 - 0.1 % by weight of cement leads to reduction of the average pore diameter in the range of 45.3 to 30.2 microns and the standard deviation of the pore average diameter from 23.6 to 9.2 in comparison with the sample without additive. Introduction of modifying additives has stimulated formation of a large number of closed pores. Thus porosity of conditionally closed pores has increased from 16.06 % to 34.48 %, which has lead to increase of frost resistance brand of foam concrete from F15 to F50 and to reduction of its water absorption by weight by 20 %.
机译:预定的泡沫混凝土结构形成的过程被认为是从过程控制点的关键问题,目前可以解读,因此定义了对额外研究的需求。在天然硬化泡沫混凝土中结构形成控制的有效方法之一是用分散纤维的加固或引入增塑剂。本文旨在研究微生馆微生物和塑化添加剂对泡沫混凝土结构和性能性能的影响模式。使用一步技术进行了泡沫混凝土混合物的制备。通过电子显微镜研究了改性泡沫混凝土的结构。泡沫混凝土样品与添加剂的细胞结构是均匀的;孔在总体积上均匀分布。据揭示,在泡沫混凝土混合物中引入Neolas 5.2增塑剂和微林纤维的0.4-0.1%重量的水泥,导致平均孔径的降低45.3%至30.2微米和标准与没有添加剂的样品相比,孔平均直径从23.6〜9.2的偏差。改性添加剂的引入刺激了大量封闭孔的形成。因此,有条件封闭孔的孔隙率从16.06%增加到34.48%,这导致从F15到F50增加泡沫混凝土的冰霜抵抗品牌,并将其吸水量减轻20%。

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