Kryzhanovskyi Vitalii, Orlowsky Jeanette
Faculty of Architecture and Civil Engineering, TU Dortmund University, 44227 Dortmund, Germany.
Materials (Basel). 2024 Dec 22;17(24):6280. doi: 10.3390/ma17246280.
Industrial and construction wastes make up about half of all world wastes. In order to reduce their negative impact on the environment, it is possible to use part of them for concrete production. Using experimental-statistical modeling techniques, the combined effect of brick powder, recycling sand, and alkaline activator on fresh and hardened properties of self-compacting concrete for the production of textile-reinforced concrete was investigated. Experimental data on flowability, passing ability, spreading speed, segregation resistance, air content, and density of fresh mixtures were obtained. The standard passing ability tests were modified using a textile mesh to maximize the approximation to the real conditions of textile concrete production. To determine the dynamics of concrete strength development, compression and flexural tests at the ages of 1, 3, 7, and 28 days and splitting tensile strength tests of 28 days were conducted. The preparation technology of the investigated modified mixtures depending on the composition is presented. The resulting mathematical models allow for the optimization of concrete compositions for partial replacement of slag cement with brick powder (up to 30%), and natural sand with recycled sand (up to 100%) with the addition of an alkaline activator in the range of 0.5-1% of the cement content. This allows us to obtain sustainable, alkali-activated high-strength self-compacting recycling concrete, which significantly reduces the negative impact on the environment and promotes the development of a circular economy in the construction industry.
工业和建筑废物约占全球废物总量的一半。为了减少它们对环境的负面影响,可以将其中一部分用于混凝土生产。采用试验统计建模技术,研究了砖粉、再生砂和碱性活化剂对用于生产纺织增强混凝土的自密实混凝土新拌性能和硬化性能的综合影响。获得了关于新拌混合物的流动性、通过能力、扩展速度、抗离析性、含气量和密度的试验数据。使用纺织网对标准通过能力试验进行了改进,以最大程度地接近纺织混凝土生产的实际条件。为了确定混凝土强度发展的动态,进行了1、3、7和28天龄期的抗压和抗弯试验以及28天龄期的劈裂抗拉强度试验。介绍了根据组成情况对所研究的改性混合物的制备工艺。所得的数学模型能够优化混凝土组成,用砖粉部分替代矿渣水泥(最高可达30%),用再生砂部分替代天然砂(最高可达100%),并添加占水泥含量0.5 - 1%的碱性活化剂。这使我们能够获得可持续的、碱激发高强自密实再生混凝土,显著减少对环境的负面影响,并促进建筑业循环经济的发展。