Performance optimization and hydration characteristics of BOF slag-based autoclaved aerated concrete (AAC)
Introduction
As a significant category of lightweight concrete, autoclaved aerated concrete (AAC) is a widely used building material and a substitute for sintered clay bricks. The practical need for AAC is increasing owing to its light weight, sound insulation, machinability, excellent fire resistance, and excellent insulation [[1], [2], [3], [4]]. In China, AAC is classified into sand-based AAC (SAAC) and ash-based AAC (AAAC) based on the properties of the siliceous material used. SAAC mainly utilises quartz sand and other siliceous materials with low activity, whereas the main siliceous materials of AAAC are various pozzolanic materials with relatively high activity. In addition to these siliceous materials, the production of traditional AAC requires the following components: (1) calcareous materials (mainly cement and lime), (2) gas-forming material (aluminium powder), and (3) admixture (gypsum) [5,6]. Moreover, additives such as superplasticisers, hydrophobic agents, and fibres have been applied for practical purposes to improve their behaviour [[7], [8], [9], [10]]. Recently, for in terms of energy conservation and emission reduction, studies on AAC preparation using various industrial wastes have been widely conducted, including fly ash, air-cooled slag, red mud, iron tailings, phosphogypsum, and copper tailing [[11], [12], [13], [14], [15], [16], [17]].
Steel slag, a well-known by-product of the steelmaking process, accounts for 10–15% of crude steel production [[18], [19], [20]]. Steel slag is mainly a complex oxide comprising CaO, Fe2O3, SiO2, Al2O3, MgO, MnO, and P2O5 [21,22] and includes mainly open hearth, basic oxygen furnace (BOF), electric arc furnace (EAF), and ladle slags. Most BOF slags have similar chemical compositions and mineral phases to those of Portland cement clinkers. However, the contents of CaO, SiO2 and Al2O3 in BOF slag are relatively low. In terms of mineral composition, BOF slag contains calcium silicates (mainly C2S), which endow BOF slag with cementitious properties [20]. Research on the use of steel slag in cement and concrete has been widely conducted [[23], [24], [25], [26], [27], [28], [29]]. However, steel slag has not yet been efficiently utilised owing to several drawbacks, with low cementitious activity being the primary factor limiting its application. The content of minerals with hydration activity (C3S and C2S) is much lower than that of the cement clinker. Moreover, the crystallisation of C3S and C2S minerals is excessively developed owing to the long cooling process of the steel slag in the furnace, resulting in poor hydration activity. The poor soundness of steel slag is another critical drawback, with free CaO and MgO being the main factors influencing the soundness of steel slag [18,30,31], which exhibits low hydration activity during hydration, leading to the appearance of cracks and breakage in steel slag-based products after a period of time. Several studies have reported that steel slag activity can be improved by increasing its fineness [18,21,32,33] as high-fineness steel slag shows high activity to a certain extent; however, the poor grindability of steel slag has been ignored. As a result, steel slag cannot be extensively used because the excessive pursuit of fineness increases costs.
Thus, it is feasible to apply BOF slag to autoclaved aerated concrete. Most of the calcium oxide and silica in BOF slag can be used as raw materials to form tobermorite. Furthermore, during high-pressure steam curing, the activity of BOF slag is further increased, which can effectively circumvent the original defects of BOF slag, even without a high degree of fineness. The current challenge lies primarily in three aspects: First, the alkalinity required for slurry foaming decreases because quicklime is replaced by BOF slag, which affects the foaming effect; Second, the reduction in water demand because of the reduction in the amount of quicklime affects the capacity of the final product; Finally, a large amount of BOF slag introduces minerals that do not participate in the reaction (most notably, wustite), thereby reducing the effective strength component.
This study aimed to investigate the feasibility of BOF slag as the main feedstock for replacing quicklime and sand in AAC production. Specifically, the influence of BOF slag content on the slurry foaming performance and AAC mechanical properties is discussed. Additionally, the autoclaved products were characterised to evaluate the mechanism. In conclusion, this work is expected to provide a new methodology for utilising BOF slag and offer a novel way to regulate the performance of AAC products.
Section snippets
Materials
The raw materials used in this study were Portland cement, quicklime, quartz sand, BOF slag, gypsum, and aluminium powder. The BOF slag used in this study was obtained from the Rizhao Steel Holding Group Co., Ltd. The company produced several types of steel slag, which were not distinguished during grinding, resulting in the presence of some of the other types of steel slag in the BOF slag. However, the BOF slag accounts for the majority of this batch; thus, it is still considered BOF slag.
Characterization of BOF slag and quartz sand
Qualitative analysis of BOF slag and quartz sand was performed using X-ray powder diffraction (XRPD) and X-ray fluorescence spectrometry (XRF). The test samples were ground to a particle size of <45 μm to improve the statistical distribution of the lattice planes in the reflection and minimise the preferred orientation [37].
The XRD spectra of the BOF slag and quartz sand are shown in Fig. 2. According to the XRD image analysis and XRF data, the predominant crystalline components of the BOF slag
Conclusion
This study successfully prepared AAC products with an excellent performance by completely replacing lime and partial quartz sand with BOF slag and investigated the proposed mechanism of the autoclaved reaction process. The following conclusions were drawn based on the results:
1. A new type of AAC was successfully prepared by replacing lime with BOF slag as a calcareous raw material. The mixture proportions of the optimal AAC blocks were as follows: BOF slag 40%, cement 15%, quartz sand 35%,
Declaration of competing interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgments
This work was supported by the National Natural Science Foundation of China (52172018, 52102020, U1806222), the National Key Research and Development Program of China (2019YFC1907103), Shandong Natural Science Foundation Project (ZR2020QE047), a Science and Technology Project of Jinan (2019GXRC057), Doctoral Foundation of University of Jinan (XBS2004), and the Start-up Funding for High-level Talents of University of Jinan (511–1009496).
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