Konca Piotr, Szer Iwona, Szer Jacek, Obidowski Damian, Gawin Dariusz, Wiśniewski Przemysław, Wiśniewski Bartłomiej, Jóźwik Krzysztof
Department of Building Materials Physics and Sustainable Design, Lodz University of Technology, Av. Politechniki 6, 90-924 Lodz, Poland.
Institute of Turbomachinery, Lodz University of Technology, Zeromskiego 116 Str., 90-924 Lodz, Poland.
Materials (Basel). 2024 Dec 31;18(1):131. doi: 10.3390/ma18010131.
The application of recycled concrete aggregates (RCAs) has become increasingly popular for different types of structures, as presented in several studies. However, depending on the type of structure and the region, RCAs might have different properties. This study aims to investigate the application of RCAs of different origins for substructure layers of the cycle paths located in Central Europe, which was not analysed previously. Recycled aggregates from an airport, road overpass, and building demolition were tested according to European standards and used to produce concretes, in which compressive strength, density, water absorption, and frost resistance were tested. After 28 days, RCA concrete had compressive strengths from 5.9 to 17.3 MPa and frost resistance ratios close to 1.0. The concrete parameters indicate that RCAs might be used for the construction of cycle path substructural layers with the appropriate class of cement and W/C ratio. To meet the requirements of EN 12390-3 to achieve class C8/10, RCA concrete with CEM II B/V 32.5 should be used with a W/C ratio of 1. To meet the requirements of D-04.05.01v02, RCA concrete with CEM II B/V 32.5 and a W/C ratio smaller than 1.50 should be used. Applying recycled RCAs in various structures helps protect natural resources by reusing materials. However, the variability in RCA properties requires testing to guarantee quality.
如多项研究所示,再生混凝土骨料(RCA)在不同类型结构中的应用越来越普遍。然而,根据结构类型和地区的不同,RCA可能具有不同的性能。本研究旨在调查来源于不同地方的RCA在中欧自行车道下部结构层中的应用情况,此前尚未对此进行过分析。根据欧洲标准对来自机场、公路立交桥和建筑物拆除产生的再生骨料进行了测试,并用于生产混凝土,对其抗压强度、密度、吸水率和抗冻性进行了测试。28天后,RCA混凝土的抗压强度为5.9至17.3MPa,抗冻性比接近1.0。混凝土参数表明,使用适当等级的水泥和水灰比,RCA可用于自行车道下部结构层的建设。为满足EN 12390-3中C8/10等级的要求,应使用水灰比为1的CEM II B/V 32.5的RCA混凝土。为满足D-04.05.01v02的要求,应使用水灰比小于1.50的CEM II B/V 32.5的RCA混凝土。在各种结构中应用再生RCA有助于通过材料再利用来保护自然资源。然而,RCA性能的变异性需要进行测试以保证质量。