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城市固体废弃物矿渣对水泥基复合材料抗冻融循环耐久性的影响

Effect of Municipal Solid Waste Slag on the Durability of Cementitious Composites in Terms of Resistance to Freeze-Thaw Cycling.

作者信息

Thomas Marta, Ślosarczyk Agnieszka

机构信息

Faculty of Civil and Transport Engineering, Institute of Building Engineering, Poznan University of Technology, 60-965 Poznań, Poland.

出版信息

Materials (Basel). 2023 Jan 9;16(2):626. doi: 10.3390/ma16020626.

Abstract

The article presents durability results for cement mortars made with the addition of slag from municipal waste incineration plants as a replacement for natural aggregate. The undertaken durability tests included frost resistance tests and evaluation of strength, microstructure, water absorption and abrasiveness before and after 150 freeze-thaw cycles. The work reveals that MSWI slag in amounts up to 50 vol. % caused deterioration in the workability and water absorption of cement mortars, regardless of the type of cement used. This, in turn, resulted in a reduction in the compressive and flexural strengths of the composites compared to mortars made with sand alone. Nevertheless, the use of a higher grade of cement, CEM I 52.5 R, resulted in an increase in compressive strength and thus increased the mortars' frost and abrasion resistance. In addition, after the induced freeze-thaw cycles, mortars made with MSWI slag showed comparable or higher frost and abrasion resistance than those made using natural aggregate.

摘要

本文介绍了添加城市垃圾焚烧厂炉渣替代天然骨料制成的水泥砂浆的耐久性结果。所进行的耐久性试验包括抗冻性试验以及150次冻融循环前后的强度、微观结构、吸水性和耐磨性评估。研究表明,高达50体积%的城市固体废弃物焚烧炉渣会导致水泥砂浆的工作性和吸水性变差,无论使用何种类型的水泥。这反过来又导致与仅用沙子制成的砂浆相比,复合材料的抗压强度和抗弯强度降低。然而,使用更高等级的水泥CEM I 52.5 R会导致抗压强度增加,从而提高了砂浆的抗冻性和耐磨性。此外,在经过诱导冻融循环后,用城市固体废弃物焚烧炉渣制成的砂浆显示出与使用天然骨料制成的砂浆相当或更高的抗冻性和耐磨性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0ca6/9863835/04aaa37b4231/materials-16-00626-g001.jpg

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