Kalinowska-Wichrowska Katarzyna, Pawluczuk Edyta, Bołtryk Michał, Jimenez Jose Ramón, Fernandez-Rodriguez Jose Maria, Suescum Morales David
Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, Wiejska 45 E, 15-351 Bialystok, Poland.
Construction Engineering Area, School of Engineering Sciences of Belmez, University of Córdoba, 14014 Córdoba, Spain.
Materials (Basel). 2022 Feb 15;15(4):1438. doi: 10.3390/ma15041438.
The properties of cement concrete using waste materials-namely, recycled cement mortar, fly ash-slag, and recycled concrete aggregate-are presented. A treatment process for waste materials is proposed. Two research experiments were conducted. In the first, concretes were made with fly ash-slag mix (FAS) and recycled cement mortar (RCM) as additions. The most favorable content of the concrete additive in the form of RCM and FAS was determined experimentally, and their influence on the physical and mechanical properties of concrete was established. For this purpose, 10 test series were carried out according to the experimental plan. In the second study, concretes containing FAS-RCM and recycled concrete aggregate (RCA) as a 30% replacement of natural aggregate (NA) were prepared. The compressive strength, frost resistance, water absorption, volume density, thermal conductivity, and microstructure were researched. The test results show that the addition of FAS-RCM and RCA can produce composites with better physical and mechanical properties compared with concrete made only of natural raw materials and cement. The detailed results show that FAS-RCM can be a valuable substitute for cement and RCA as a replacement for natural aggregates. Compared with traditional cement concretes, concretes made of FAS, RCM, and RCA are characterized by a higher compressive strength: 7% higher in the case of 30% replacement of NA by RCA with the additional use of the innovative FAS-RCM additive as 30% of the cement mass.
介绍了使用废料(即再生水泥砂浆、粉煤灰-矿渣和再生混凝土骨料)的水泥混凝土的性能。提出了一种废料处理工艺。进行了两项研究实验。在第一项实验中,以粉煤灰-矿渣混合物(FAS)和再生水泥砂浆(RCM)作为添加剂制备混凝土。通过实验确定了RCM和FAS形式的混凝土添加剂的最有利含量,并确定了它们对混凝土物理和力学性能的影响。为此,根据实验计划进行了10个试验系列。在第二项研究中,制备了含有FAS-RCM和再生混凝土骨料(RCA)的混凝土,其中RCA替代了30%的天然骨料(NA)。研究了其抗压强度、抗冻性、吸水性、体积密度、导热系数和微观结构。试验结果表明,与仅由天然原料和水泥制成的混凝土相比,添加FAS-RCM和RCA可以生产出具有更好物理和力学性能的复合材料。详细结果表明,FAS-RCM可以作为水泥的有价值替代品,RCA可以替代天然骨料。与传统水泥混凝土相比,由FAS、RCM和RCA制成的混凝土具有更高的抗压强度:当用RCA替代30%的NA并额外使用占水泥质量30%的创新型FAS-RCM添加剂时,抗压强度高出7%。