Mineral wool production waste as an additive for Portland cement |
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Affiliation: | 1. School of Civil and Resource Engineering, University of Science and Technology Beijing, 100083 Beijing, PR China;2. Department of Energy and Resources Engineering, College of Engineering, Peking University, 100871 Beijing, PR China;3. The Bartlett School of Construction and Project Management, University College London (UCL), 1-19 Torrington Place, London WC1E 7HB, United Kingdom;4. School of Metallurgical and Ecological Engineering, University of Science and Technology Beijing, Beijing 100083, PR China;1. Polytechnic University of Madrid, Superior Technical School of Building, Department of Architectural Constructions and their Control, Spain;2. Polytechnic University of Madrid, Superior Technical School of Building, Department of Building Technology, Spain;3. Department of Building Structures and Architecture, Faculty of Civil and Environmental Engineering, Bialystok University of Technology, Poland |
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Abstract: | This study aims at investigating the possibility of using dust, collected in air filters during the melting of mineral wool raw materials (mineral wool cupola dust) as an additive for Portland cement. It was found that the investigated dust mainly consists of quartz, periclase, albite, dolomite, and the amorphous phase. The main impurities are halite and sylvite. The investigated additive was additionally milled and prepared as a microfiller. The results showed that the cupola dust additive increases the initial hydration of cement, yet prolongs the dormant period. It was estimated that up to 15 wt% of Portland cement can be replaced by the dust additive without impairing the strength properties of samples after 28 days of hardening. However, after 90 days of hydration, the compressive strength of all samples with the investigated additive is lower than in pure OPC samples. This phenomenon is concerned with the formation of a significant amount of Friedel's salt. The content of chlorides in the raw material was reduced from 4.901 to 0.612 wt% by washing with water, when the water-to-solid ratio was equal to 10. The results of the investigation showed that the washed and ground cupola dust had a positive effect on the compressive strength of the cement samples. When 5, 10, and 15 wt% of prepared dust additive were used, the compressive strength of samples after 28 and 90 days of hydration was greater than that of pure Portland cement sample. The findings suggest that the additionally prepared dust additive leads to the formation of a stable structure of the cement stone, accelerates the calcium silicates hydration, and promotes the formation of gismondine. |
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Keywords: | Mineral wool cupola dust Chloride Portland cement Hydration Compressive strength |
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