Sosoi Gavril, Abid Cherifa, Barbuta Marinela, Burlacu Andrei, Balan Marius Costel, Branoaea Marius, Vizitiu Robert Stefan, Rigollet Fabrice
Faculty of Civil Engineering and Building Services, "Gheorghe Asachi" Technical University of Iasi, 700050 Iasi, Romania.
IUSTI UMR 7343, Aix-Marseille Université, 13453 Marseille, France.
Materials (Basel). 2022 Feb 25;15(5):1728. doi: 10.3390/ma15051728.
The continuous growth of the concrete industry requires an increased quantity of cement and natural aggregates year after year, and it is responsible for a major part of the global CO emissions. These aspects led to rigorous research for suitable raw materials. Taking into account that these raw materials must have a sustainable character and also a low impact on environmental pollution, the replacement of the conventional components of concrete by residual waste can lead to these targets. This paper's aim is to analyze the density, compressive strength and the thermal conductivity of nine concrete compositions with various rates of waste: four mixes with 10%, 20%, 40% and 60% chopped PET bottles aggregates and 10% fly ash as cement partial substitution; a mix with 60% waste polystyrene of 4-8 mm and 10% fly ash; a mix with 20% waste polystyrene of 4-8 mm, 10% waste polystyrene of 0-4 mm and 10% fly ash; a mix with 50% waste polystyrene of 4-8 mm, 20% waste polystyrene of 0-4 mm and 20% fly ash two mixes with 10% fly ash and 10% and 40% waste sawdust, respectively. Using 60% PET aggregates, 60% polystyrene granules of 4-8 mm, or 20% polystyrene of 0-4 mm together with 50% polystyrene of 4-8 mm led to the obtainment of lightweight concrete, with a density lower than 2000 kg/m. These mixes also registered the best results from a thermal conductivity point of view, after the concrete mix with 40% saw dust. Regarding compressive strength, the mix with 10% PET obtained a result very close to the reference mix, while those with 20% PET, 40% PET, 30% polystyrene, and 10% saw dust, respectively, registered values between 22 MPa and 25 MPa, values appropriate for structural uses.
混凝土行业的持续发展使得对水泥和天然骨料的需求量逐年增加,并且它是全球碳排放的主要来源之一。这些因素促使人们对合适的原材料进行深入研究。考虑到这些原材料必须具有可持续性且对环境污染影响较小,用残余废料替代混凝土的传统成分有助于实现这些目标。本文旨在分析九种不同废料比例的混凝土组合物的密度、抗压强度和热导率:四种混合物分别含有10%、20%、40%和60%的切碎PET瓶骨料以及10%的粉煤灰作为水泥部分替代物;一种混合物含有60%的4 - 8毫米废聚苯乙烯和10%的粉煤灰;一种混合物含有20%的4 - 8毫米废聚苯乙烯、10%的0 - 4毫米废聚苯乙烯和10%的粉煤灰;一种混合物含有50%的4 - 8毫米废聚苯乙烯、20%的0 - 4毫米废聚苯乙烯和20%的粉煤灰;两种混合物分别含有10%的粉煤灰以及10%和40%的废锯末。使用60%的PET骨料、60%的4 - 8毫米聚苯乙烯颗粒或20%的0 - 4毫米聚苯乙烯与50%的4 - 8毫米聚苯乙烯可制成密度低于2000 kg/m³的轻质混凝土。从热导率角度来看,这些混合物在掺入40%锯末的混凝土混合物之后表现出最佳效果。关于抗压强度,含有10%PET的混合物得到的结果与参考混合物非常接近,而分别含有20%PET、40%PET、30%聚苯乙烯和10%锯末的混合物的抗压强度值在22 MPa至25 MPa之间,这些值适用于结构用途。