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用钢渣集料增强混凝土的强度和耐久性。

Enhancing strength and sustainability of concrete with steel slag aggregate.

作者信息

Ibrahim Ibrahim Kamal, Rady Mohammed, Tawfik Nouran M, Kassem Mahmoud, Mahfouz Sameh Youssef

机构信息

Construction and Building Engineering Department, College of Engineering and Technology, Arab Academy for Science, Technology and Maritime Transport (AASTMT), B 2401 Smart Village, Giza, 12577, Egypt.

Civil & Construction Engineering, School of Engineering & Applied Science, Nile University, Giza, Egypt.

出版信息

Sci Rep. 2025 May 16;15(1):17068. doi: 10.1038/s41598-025-01296-5.

Abstract

This study investigates the transformation of steel slag, a by-product of the steel industry, into a sustainable construction material by substituting it for natural aggregates in concrete mixtures. To this end, we have conducted an experimental program that evaluated 28 mix designs, along with a control mix based on natural aggregates, cement, silica fume, and chemical admixtures, to assess the effects of replacing natural aggregates with steel slag. Some mixes also incorporated different fiber types to enhance performance. The study assessed the mechanical and physical properties of both fresh and hardened concrete to evaluate the overall effects of these alterations. Furthermore, thermogravimetry-differential thermal analysis (TG-DTA) and X-ray diffraction (XRD) were employed to characterize the mineralogical composition and thermal behavior of the concrete mixes. To further validate the compressive strength improvements and quantify data variability, a statistical analysis was conducted. The results revealed that concrete mixtures utilizing steel slag demonstrated substantial enhancements in compressive strength, with four mixtures featuring complete replacement of natural aggregates achieving more than 1.7 times the strength of control mix. The inclusion of fibers further enhanced performance in terms of crack resistance and post-cracking behavior. The TG-DTA and XRD analyses revealed that the steel slag promotes additional hydration and the formation of calcium silicate hydrate, resulting in a denser microstructure. Furthermore, the statistical analyses confirmed that these improvements are statistically significant, highlighting the potential of steel slag and fiber reinforcement to enhance both the fresh and hardened properties of concrete. The current study demonstrated that steel slag can fully replace natural aggregates while enhancing concrete performance, offering a sustainable solution for both construction material sourcing and industrial waste management.

摘要

本研究探讨了钢铁行业副产品钢渣如何通过在混凝土混合物中替代天然骨料,转化为可持续建筑材料。为此,我们开展了一个实验项目,评估了28种配合比设计,以及一种基于天然骨料、水泥、硅灰和化学外加剂的对照配合比,以评估用钢渣替代天然骨料的效果。一些配合比还加入了不同类型的纤维以提高性能。该研究评估了新拌混凝土和硬化混凝土的力学和物理性能,以评估这些变化的总体影响。此外,采用热重-差热分析(TG-DTA)和X射线衍射(XRD)来表征混凝土混合物的矿物组成和热行为。为了进一步验证抗压强度的提高并量化数据变异性,进行了统计分析。结果表明,使用钢渣的混凝土混合物的抗压强度有显著提高,四种完全替代天然骨料的混合物的强度达到对照配合比的1.7倍以上。纤维的加入进一步提高了抗裂性和开裂后性能方面的表现。TG-DTA和XRD分析表明,钢渣促进了额外的水化反应和硅酸钙水合物的形成,从而形成了更致密的微观结构。此外,统计分析证实这些改进具有统计学意义,突出了钢渣和纤维增强材料在提高混凝土新拌性能和硬化性能方面的潜力。当前研究表明,钢渣可以完全替代天然骨料,同时提高混凝土性能,为建筑材料采购和工业废物管理提供了一种可持续的解决方案。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d32e/12084537/3772c785ae4a/41598_2025_1296_Fig1_HTML.jpg

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