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Evaluation of the Influence of PU/EVA Waste-Based Lightweight Aggregates on the Physical Properties of Alkali-Activated Mortars

机译:PU / EVA废料轻质骨料对碱活性砂浆物理性质的影响评价

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The objective of this study is to evaluate the effect of the relationship of waste polyurethane (PU) and Ethylene-Vinyl Acetate (EVA), as a replacement for conventional construction sand, on the physical properties of water absorption, bulk density and open porosity of fly ash-based and alkali-activated metakaolin mortars. By means of processing involving extrusion and milling, PU/EVA-based aggregates were prepared in three proportions: 30/70, 50/50 and 70/30. The reference alkali-activated mortars were prepared using a 1:2 (fly ash + metakaolin : conventional construction sand) ratio, by weight. The waste-containing mortars were prepared via partial replacement of construction sand with the PU/EVA waste in percentages of 10%, 20%, 30% and 40%, relative to the volume of sand. The activators used in all mortars were NaOH and Na_2SiO_3. The mortars were cured at 80°C for 21 hours. Based on the procedures of ASTM C 642, the water absorption, open porosity and bulk density of the alkali-activated mortars were determined at the ages of 7, 28 and 91 days. The open porosity and water absorption values increased as the amount of sand replaced with PU/EVA waste increased. The absorption values were found to be in the range from 8.0% to 17.00%. The values obtained for open porosity varied from 20.00% to 29.00%. With regard to bulk density, the behavior was reversed: increasing the amount of sand replaced by waste, decreased the bulk density value. The values ranged between 2.10 and 2.48 kg/dm~3. Therefore, based on these results, mortars containing up to 40% PU/EVA have potential for use in the manufacture of non-load-bearing elements for civil construction.
机译:本研究的目的是评估废聚氨酯(PU)和乙烯 - 乙酸乙烯酯(EVA)的关系的影响,作为常规建筑砂的替代品,对吸水性,散装密度和开放孔隙率的物理性质粉煤灰基和碱活化的甲肾上腺素砂浆。通过涉及挤出和研磨的加工,以三种比例制备PU / EVA的聚集体:30/70,50 / 50和70/30。使用1:2(飞灰+ Metakaolin:常规结构砂)比例,重量来制备参考碱活性砂浆。通过相对于沙子体积的10%,20%,30%和40%的百分比,通过部分替代含废物的砂浆。所有迫击炮中使用的活化剂是NaOH和Na_2sio_3。将砂浆在80℃下固化21小时。基于ASTM C 642的程序,在7,28和91天的末期测定碱活化砂浆的吸水,开放孔隙率和堆积密度。随着用PU / EVA废物所替代的砂量增加,开放孔隙度和吸水值增加。发现吸收值在8.0%至17.00%的范围内。对于开放孔隙率获得的值不同于20.00%至29.00%。关于散装密度,行为逆转:增加废物所取代的沙子量,降低了堆积密度值。值范围在2.10和2.48 kg / dm〜3之间。因此,基于这些结果,含有高达40%PU / EVA的迫击炮具有用于制造用于民用建筑的非承载元件。

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