A platform for research: civil engineering, architecture and urbanism
Potential CO2 capture in one-coat limestone mortar modified with Mg3Al–CO3 calcined hydrotalcites using ultrafast testing technique
The objective of this work is to quantify the CO2 capture capacity of an industrial one-coat limestone mortar containing different percentages of calcined Mg3Al–CO3 hydrotalcite (HT C2500) added (0, 2.5, and 5%) in different hardening environments (with different concentrations of CO2). The maximum CO2 capture capacity (calculated by thermogravimetric analysis) for 0, 2.5, and 5% of added HT C2500 were 1127, 1143, and 1223 g·m−2 (as rendering), respectively. This amount of CO2 is approximately one-third of that emitted during the manufacture of the cement used for this mortar. The addition of calcined hydrotalcite worsened the compressive strengths obtained in all the hardening environments studied. A 5% of calcined hydrotalcite increased the CO2 capture capacity by 8.52% with respect to the reference mortar. Ultrafast testing method (using CO2 isotherms at high pressure) has been proposed to quantify the CO2 capture capacity in very short period of time. A slight modification in the dosage of calcined hydrotalcite in an industrial one-coat mortar can contribute to mitigating climate change
Potential CO2 capture in one-coat limestone mortar modified with Mg3Al–CO3 calcined hydrotalcites using ultrafast testing technique
The objective of this work is to quantify the CO2 capture capacity of an industrial one-coat limestone mortar containing different percentages of calcined Mg3Al–CO3 hydrotalcite (HT C2500) added (0, 2.5, and 5%) in different hardening environments (with different concentrations of CO2). The maximum CO2 capture capacity (calculated by thermogravimetric analysis) for 0, 2.5, and 5% of added HT C2500 were 1127, 1143, and 1223 g·m−2 (as rendering), respectively. This amount of CO2 is approximately one-third of that emitted during the manufacture of the cement used for this mortar. The addition of calcined hydrotalcite worsened the compressive strengths obtained in all the hardening environments studied. A 5% of calcined hydrotalcite increased the CO2 capture capacity by 8.52% with respect to the reference mortar. Ultrafast testing method (using CO2 isotherms at high pressure) has been proposed to quantify the CO2 capture capacity in very short period of time. A slight modification in the dosage of calcined hydrotalcite in an industrial one-coat mortar can contribute to mitigating climate change
Potential CO2 capture in one-coat limestone mortar modified with Mg3Al–CO3 calcined hydrotalcites using ultrafast testing technique
Suescum-Morales, David (author) / Cantador Fernández, David (author) / Jiménez Romero, José Ramón (author) / Fernández Rodriguez, José María (author)
2021-01-01
Suescum-Morales, D., Cantador-Fernández, D., Jiménez, J. R., & Fernández, J. M. (2021). Potential CO2 capture in one-coat limestone mortar modified with Mg3Al–CO3 calcined hydrotalcites using ultrafast testing technique. Chemical Engineering Journal, 415, 129077. https://doi.org/10.1016/j.cej.2021.129077
Article (Journal)
Electronic Resource
English
LCA of Mortar with Calcined Clay and Limestone Filler in RC Column Retrofit
DOAJ | 2022
|Mitigation of Alkali–Silica Reaction in Limestone Calcined Clay Cement-Based Mortar
Springer Verlag | 2020
|Adsorption of Benzoic Acid by Hydrotalcites and Their Calcined Products
British Library Online Contents | 2010
|