Pathway to Carbon Neutrality in the Cement Industry: CO[sub.2] Uptake by Recycled Aggregates from Construction and Demolition Waste
Cementitious materials can capture CO[sub.2] through carbonation reaction during their service life and post-demolition. Indeed, construction and demolition waste (CDW) still have some potential for carbonation as they contain concrete and cement-based mortars. This research consists of an experimen...
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Veröffentlicht in: | Applied sciences 2024-06, Vol.14 (12) |
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Sprache: | eng |
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Zusammenfassung: | Cementitious materials can capture CO[sub.2] through carbonation reaction during their service life and post-demolition. Indeed, construction and demolition waste (CDW) still have some potential for carbonation as they contain concrete and cement-based mortars. This research consists of an experimental programme to evaluate the CO[sub.2] capture of recycling aggregates (RAs) from CDW. Two types of CDW were studied, namely mixed recycled aggregates (MRAs) and recycled concrete aggregates (RCAs). The recycled aggregates were submitted to forced and accelerated carbonation at 23 °C, 60% relative humidity and 25% of CO[sub.2] concentration. This study contributes to the existing literature by investigating more realistic RA sources that have already absorbed atmospheric CO[sub.2] during their service life. From the experimental campaign, the results show that RCAs have higher carbonation potential when compared to MRAs due to the higher cementitious material content (Rc) and to the degree of natural carbonation. The recycled aggregates’ maximum CO[sub.2] capture was assessed by thermogravimetric analysis (TGA) at different CO[sub.2] exposure times. It was verified that the maximum CO[sub.2] capture, respectively, for MRAs and RCAs, occurred after 5 h and 12 h of exposition. In short, CDW captured from 5 wt.% to 35 wt.% of CO[sub.2] per tonne of cement paste, which corresponds to 0.6% to 4.1% per tonne of aggregate. It was concluded that the carbonation process of CDW has the potential to sequester from 123 kg to 225 kg of CO[sub.2] per tonne of cement paste for MRAs and 52 up to 491 kg of CO[sub.2] per tonne of cement paste for RCAs. |
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ISSN: | 2076-3417 2076-3417 |
DOI: | 10.3390/app14125224 |