生物质灰(BA)废料作为生产负碳水泥的活化剂

Zehao Lei, Sara Pavia
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引用次数: 0

摘要

生物质能作为一种可再生能源,在欧洲可持续发展政策的推动下用于供热和发电厂。橄榄是地中海国家的重要资源。榨取橄榄油的残渣被用作生物质能源,既可以用来生产橄榄油,也可以用来供热或发电。灰渣的处理是一项重要负担。本研究利用橄榄油坑底灰渣(OBA)生产负碳水泥。OBA 与废弃 GGBS(GGBS)混合,既不煅烧也不热固化,以降低对环境的影响。所生产的水泥含有高达 60% 的 OBA,固碳能力高达 -97.45 kg CO2e/m3。开发出一种含 40 %OBA 的最佳混合物(使用辅助活化剂),其抗压强度为 36-44 兆帕,固碳能力为 40-45 千克二氧化碳/立方米。提出了一种改进的点火损失试验来评估生物质灰烬的含碳量:OBA 的主要化学成分:K2O 和 CaO 具有出色的活化和碱度,可从 GGBS 中释放 Ca2+ Si4+ 和 Al3+,形成方解石、水滑石、C-(A)-S-H 和无定形水泥。使用碳酸钠(NC)和石灰作为辅助活化剂可提高水泥的机械性能,并轻微改变水泥的成分和微观结构。碳酸钠是最有效的活化剂,它能增加溶解度,并产生一种更致密、更坚固的水泥,其中硅和钾的浓度更高,包括基质、N-A-S-H 和 C(K)-A-S-H。在混合前预溶解 NC 可提高活化剂的效率,在使用相同数量 NC 的情况下,可生产出更少的方解石水泥。通过添加 4% 的预溶解 NC,抗压强度提高了 138.76%(与不添加辅助活化剂的 OBA-GGBS 砂浆相比),与添加粉末状 NC 的材料相比,抗压强度提高了 113.94%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Biomass ash (BA) waste as an activator to produce carbon-negative cement
The use of biomass, as a renewable energy source, to run heating and power plants is propelled by sustainable European policy. Olive is an important resource in Mediterranean countries. The residues from the extraction of olive oil are used as biomass, either to produce the oil or to generate heat or electricity. The disposal of ash residue poses an important burden. This study uses olive pit bottom ash waste (OBA) to produce carbon-negative cement. The OBA is mixed with waste GGBS (GGBS), and neither calcination nor thermal curing are used to lower environmental impact.
The cements produced contain up to 60 %OBA and have a carbon sequestration capacity up to -97.45 kg CO2e/m3. An optimum mix with 40 %OBA is developed (using auxiliary activator), with compressive strength of 36–44 MPa and a carbon sequestration capacity of 40–45 kg CO2/m3. A modified loss on ignition test is proposed to evaluate the embodied carbon of biomass ash.
The OBA's main chemical constituents: K2O and CaO, afford outstanding activation and alkalinity to release Ca2+ Si4+ and Al3+ from GGBS to form calcite, hydrotalcite, C-(A)-S-H and amorphous cements. Using sodium carbonate (NC) and lime as supplementary activators enhanced the mechanical properties of the cements and slightly changed their composition and microstructure. NC is the most efficient activator, it increased dissolution, and produced a denser and stronger cement with higher Si and K concentration that includes gaylussite, N-A-S-H and C(K)-A-S-H. Pre-dissolving the NC prior to mixing increases the activator's efficiency, producing less calcite cement for the same amount of NC. By adding 4 % pre-dissolved NC, the compressive strength increased by 138.76 % (compared to OBA-GGBS mortar without auxiliary activators) and 113.94 % compared to the material with NC in powder form.
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