Rudnicki Tomasz
Faculty of Civil Engineering and Geodesy, Military University of Technology, 2 Kaliskiego St., 00-908 Warsaw, Poland.
Materials (Basel). 2022 Jul 18;15(14):4998. doi: 10.3390/ma15144998.
The aim of this work was to reduce the carbon footprint of cement concrete by using multi-component cement with a high content of blast furnace slag. The analysis consisted of comparing the properties of the concrete mix and the hardened concrete made of the CEM I 42.5 R-NA cement commonly used in Poland and the CEM III cement with a large amount of blast furnace slag. The tests used cement in a constant amount of 380 kg/m, granite aggregate of 2/8, 8/16, 16/22 mm and sand of 0/2 mm. As part of this project, detailed tests of the concrete mix and hardened concrete were carried out in terms of compressive, bending, fracture and frost resistance after 150 cycles of freezing and thawing, and the pore structure in hardened concrete was assessed according to PN-EN 480-11. The endurance tests were performed after 7, 28 and 90 days. On the basis of the obtained results, it was found that the highest compressive strengths above 70.2 MPa were obtained for concrete with CEM III, 64.5 MPa for concrete with CEM I. Additionally, for concrete with multi-component cement, smaller drops in compressive strength were obtained and a more favorable pore distribution in hardened concrete was obtained. Concrete intended for road surfaces can be made of both CEM I and CEM III cement, as they meet the requirements of the technical specifications for roads with heavy traffic of heavy vehicles.
这项工作的目的是通过使用高含量高炉矿渣的多组分水泥来减少水泥混凝土的碳足迹。分析内容包括比较波兰常用的CEM I 42.5 R-NA水泥和含有大量高炉矿渣的CEM III水泥制成的混凝土混合料及硬化混凝土的性能。试验中水泥用量恒定为380 kg/m³,使用粒径为2/8、8/16、16/22 mm的花岗岩骨料和0/2 mm的砂。作为该项目的一部分,对混凝土混合料和硬化混凝土进行了详细测试,包括抗压、抗弯、断裂性能以及150次冻融循环后的抗冻性,并根据PN-EN 480-11评估硬化混凝土的孔结构。耐久性试验在7天、28天和90天后进行。根据所得结果发现,CEM III水泥制成的混凝土获得了最高抗压强度,超过70.2 MPa,CEM I水泥制成的混凝土抗压强度为64.5 MPa。此外,对于多组分水泥制成的混凝土,抗压强度下降较小,且硬化混凝土中获得了更有利的孔分布。用于路面的混凝土既可以由CEM I水泥制成,也可以由CEM III水泥制成,因为它们符合重型车辆交通繁忙道路的技术规范要求。