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Shrinkage deformation of cement foam concrete

机译:水泥泡沫混凝土的收缩变形

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The article presents the results of research of dispersion-reinforced cement foam concrete with chrysotile asbestos fibers. The goal was to study the patterns of influence of chrysotile asbestos fibers on drying shrinkage deformation of cement foam concrete of natural hardening. The chrysotile asbestos fiber contains cylindrical fiber shaped particles with a diameter of 0.55 micron to 8 microns, which are composed of nanostructures of the same form with diameters up to 55 nm and length up to 22 microns. Taking into account the wall thickness, effective reinforcement can be achieved only by microtube foam materials, the so-called carbon nanotubes, the dimensions of which are of power less that the wall pore diameter. The presence of not reinforced foam concrete pores with perforated walls causes a decrease in its strength, decreases the mechanical properties of the investigated material and increases its shrinkage. The microstructure investigation results have shown that introduction of chrysotile asbestos fibers in an amount of 2 % by weight of cement provides the finely porous foam concrete structure with more uniform size closed pores, which are uniformly distributed over the volume. This reduces the shrinkage deformation of foam concrete by 50%.
机译:本文介绍了用菊花石棉纤维进行分散增强水泥泡沫混凝土的研究结果。目标是研究菊花石棉纤维对水泥泡沫混凝土的干燥收缩变形的影响。 Chrysotile石棉纤维含有直径为0.55微米至8微米的圆柱形纤维形颗粒,其由相同形式的纳米结构组成,直径可达55nm,长度可达22微米。考虑到壁厚,只能通过微管泡沫材料,所谓的碳纳米管,所谓的碳纳米管,壁孔径较小的尺寸来实现有效的加强件。不具有穿孔壁的增强泡沫混凝土孔的存在导致其强度降低,降低了所研究的材料的力学性能并增加其收缩率。微观结构研究结果表明,菊花石棉纤维的含量为2重量%的水泥,提供了更均匀的封闭孔的细色孔混凝土结构,其均匀地分布在体积上。这减少了泡沫混凝土的收缩变形50%。

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