Limonte Morales, Giselle BárbaraMartirena Hernández, José Fernando2020-02-062020-02-062019-061. (Sánchez, 2011; Chauveinc, 2011, Navarro, 2014; CEDEX Materiales, 2016). 2. (Jiusu Li, Hanning Xiao, Yong Zhou Influence of coatingrecycled aggregate surface with pozzolanic powder on properties of recycled aggregate concrete .Construction and Building Materials 23 (2009) 1287–1291) 3. (K.Y. Ann a, H.Y. Moon, Y.B. Kim, J. Ryou Durability of recycled aggregate concrete using pozzolanic materials. Waste Management 28 (2008) 993–999) 4. (Shi-Cong Kou , Chi-Sun Poon , Long-term mechanical and durability properties of recycled aggregate concrete prepared with the incorporation of fly ash. Cement & Concrete Composites 37 12–19 (2013)) 5. Muñoz Cuellar, Andres Felipe – 2017, Carbonatación acelerada del agregado fino reciclado y su influencia en morteros. Tesis de Master. 6. Morandeau,A., Thiery,M., & Dangla, P. (2014). Investigation of the carbonations mechanism of CH and C-S-H in terms of kinetics, microstructure change and moisture porperties. Cement and Concrete Research, 56, 153-170. http://doi.org/10.1016/j.cemconres.2013.11.015 7. Johnson, D.C (2000). Sci Lecture Papers Series Accelerated Carbonation of Waste Calcium silicate Materials. Construction Materials, 1-10. 8. Gunning, P.J. (2011). Accelerated Carbonation of Hazardous Wastes, ( February)978-959-312-372-3https://dspace.uclv.edu.cu/handle/123456789/12385The results of 5 months of research in the topic Concrete produced with 100% recycled aggregates are presented. We worked with a mixed type recycled material from Madrid, Spain and the tests were carried out in the laboratory (OBP) of the University of Applied Sciences of Karlsruhe, Germany. The recycled material was characterized and separated into three fractions for use as aggregates in the production of concretes (i) fine fraction 0-4 mm (ii) intermediate fraction 4-9 mm (iii) coarse fraction of 9-16 mm. To improve the properties of the recycled aggregates, different treatments were used for each of the fractions (i) accelerated carbonation of the fine fraction, (ii) encapsulation of the intermediate fraction with steam curing, (iii) use of MSC, in this case an active mineral addition of calcined clay-limestone base, denominated by its acronym in English LC2. Established as state parameters for accelerated carbonation of the fine fraction Relative Humidity = 75%, CO2 concentration = 20% and residence time of 24 h, which resulted in an increase of 0.7% in the formation of Calcite with respect to the fine fraction without carbonation, the absorption of water decreased by 0.63% and the resistance in mortars after 28 days of curing exceeded by 0.89% the strength of the fraction without carbonation, 28 Mpa and 31 , 43 Mpa respectively. For the steam curing of the encapsulated fraction, it was worked under conditions of temperature lower than 60o and a residence time of 30 min, obtaining a decrease of 0.75% in the absorption of water with respect to the material without encapsulating. In the concretes produced with the treated aggregates, the best performance series was that which uses a combination of fine carbonated aggregate, encapsulated intermediate aggregate with steam curing and Portland cement 32.5 Mpa.en-USRecycled AggregatesSteam CuringAccelerated CarbonationProceedings