High volume fly ash concrete activated with naoh, sodium sulfate and limestone
Introducción— Las grandes cantidades de cenizas volantes que se obtienen como subproducto de la combustión del carbón en las termoeléctricas han generado preocupación por su impacto ambiental, por ejemplo, en Colombia este residuo representa la cantidad de 6 millones de toneladas al año. Dentro de l...
- Autores:
-
Salazar Carreño, Dimelsa
García-Cáceres, Rafael Guillermo
Santa, Alejandra
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2022
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/9908
- Acceso en línea:
- https://hdl.handle.net/11323/9908
https://repositorio.cuc.edu.co/
- Palabra clave:
- Concreto
Cenizas volantes
Activación
NaOH
Silicato de sodio
Caliza
Concrete
Fly ash
Activation
Sodium sulfate
Limestone
- Rights
- openAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| dc.title.translated.none.fl_str_mv |
Elaboración de concretos con altos reemplazos de cenizas volantes y activación con naoh, sulfato de sodio y caliza |
| title |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| spellingShingle |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone Concreto Cenizas volantes Activación NaOH Silicato de sodio Caliza Concrete Fly ash Activation Sodium sulfate Limestone |
| title_short |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| title_full |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| title_fullStr |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| title_full_unstemmed |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| title_sort |
High volume fly ash concrete activated with naoh, sodium sulfate and limestone |
| dc.creator.fl_str_mv |
Salazar Carreño, Dimelsa García-Cáceres, Rafael Guillermo Santa, Alejandra |
| dc.contributor.author.none.fl_str_mv |
Salazar Carreño, Dimelsa García-Cáceres, Rafael Guillermo Santa, Alejandra |
| dc.subject.proposal.spa.fl_str_mv |
Concreto Cenizas volantes Activación NaOH Silicato de sodio Caliza |
| topic |
Concreto Cenizas volantes Activación NaOH Silicato de sodio Caliza Concrete Fly ash Activation Sodium sulfate Limestone |
| dc.subject.proposal.eng.fl_str_mv |
Concrete Fly ash Activation Sodium sulfate Limestone |
| description |
Introducción— Las grandes cantidades de cenizas volantes que se obtienen como subproducto de la combustión del carbón en las termoeléctricas han generado preocupación por su impacto ambiental, por ejemplo, en Colombia este residuo representa la cantidad de 6 millones de toneladas al año. Dentro de las estrategias de solución está el aprovechamiento de este residuo en procesos industriales. El residuo cuenta con propiedades puzolánicas útiles en industrias como la del cemento y concreto. Objetivos— La presente investigación tiene como objetivo evaluar la resistencia a la compresión a diferentes edades de concretos con reemplazando cemento por ceniza volante de 40%. Metodología— Se utilizó la activación alcalina con NaOH y activación con sulfato de sodio y caliza, en diferentes proporciones. Resultados— Los resultados mostraron que la activación mejora el desempeño de la ceniza. Conclusiones— Se lograron obtener mejores propiedades mecánicas que sin activación. |
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2022 |
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2022 |
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2023-02-15T16:48:44Z |
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2023-02-15T16:48:44Z |
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D. Salazar-Carreño, R. García-Cáceres & A. Santa, “High volume fly ash concrete activated with naoh, sodium sulfate and limestone,” INGE CUC, vol. 18, no. 1, pp. 243–250, 2022. DOI: http://doi.org/10.17981/ingecuc.18.1.2022.17 |
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D. Salazar-Carreño, R. García-Cáceres & A. Santa, “High volume fly ash concrete activated with naoh, sodium sulfate and limestone,” INGE CUC, vol. 18, no. 1, pp. 243–250, 2022. DOI: http://doi.org/10.17981/ingecuc.18.1.2022.17 0122-6517 10.17981/ingecuc.18.1.2022.17 2382-4700 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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[1] A. M. Rashad, “A brief on high-volume Class F fly ash as cement replacement – A guide for Civil Engineer,” Int J Sustain Built Environ, vol. 4, no. 2, pp. 278–306, Dec. 2015. https://doi.org/10.1016/j. ijsbe.2015.10.002 [1] A. M. Rashad, “A brief on high-volume Class F fly ash as cement replacement – A guide for Civil Engineer,” Int J Sustain Built Environ, vol. 4, no. 2, pp. 278–306, Dec. 2015. https://doi.org/10.1016/j.ijsbe.2015.10.002 [2] K. P. Keith, “Characterization of the Behavior of High Volume Fly Ash Concrete,” Thesis Master, Fac. Eng, Auburn, AU, Al, USA, 2011. Availabe: http://hdl.handle.net/10415/2784 [3] P. K. Mehta, “Effect of Fly Ash Composition on Sulfate Resistance of Cement,” J Proc, vol. 83, no. 6, pp. 994–1000. Nov. 1986. https://doi.org/10.14359/1892 [4] V. M. Malotra & P. K. Metha, High-performance, high-volume fly ash concrete: materials, mixture proportioning, properties, construction practice, and case histories. OT, CA: SCMSD, Inc., 2004. Available: http://worldcat.org/isbn/0965231070 [5] J. Z. W. Moon, Z. Wang, M. O. Kim & S.-C. Chun, “Strength enhancement of alkaline activated fly ash cured at ambient temperature by delayed activation of substituted OPC,” Constr Build Mater, vol. 122, pp. 659–666. Sep. 2016. https://doi.org/10.1016/j.conbuildmat.2016.06.111 [6] E. R. Nuñez, “Comportamiento Mecánico y durabilidad de morteros de cenizas volantes activadas alcalinamente,” trabajo grado, Dpto Ing, PUJ, BO, CO, 2013. Available: https://repository.javeriana.edu.co/ bitstream/handle/10554/11159/RobayoNunezEstefania2013.pdf [7] M. Criado, A. F. Jiménez & A. Palomo, “Effect of sodium sulfate on the alkali activation of fly ash,” Cem Concr Compos, vol. 32, no. 8, pp. 589–594. Sep. 2010. https://doi.org/10.1016/j.cemconcomp.2010.05.002 [8] M. Criado, A. Palomo, A. Fernández-Jiménez & P. F. G. Banfill, “Alkali activated fly ash: Effect of admixtures on paste rheology,” Rheol Acta, vol. 48, no. 4, pp. 447–455. Feb. 2009. https://doi.org/10.1007/ s00397-008-0345-5 [9] B. S.-K. Reddy, J. Varaprasad & K. N.-K. Reddy, “Strength and workability of low lime fly-ash based geopolymer concrete,” Indian J Sci Technol, vol. 3, no. 12, pp. 1188–1189, Dec. 2010. Available: https:// sciresol.s3.us-east-2.amazonaws.com/IJST/Articles/2010/Issue-12/Article13.pdf [10] M. Criado, “Nuevos materiales cementantes basados en la activación alcalina de cenizas volantes. Carecterización de geles N-A-S-H en función del contenido de sílice soluble. Efecto del Na2 SO4,” Ph.D. dissertation, Depto Quim Inorg, CSIC, IETcc, MAD, ES, 2007. Disponible en http://hdl.handle. net/10486/1697 [11] D. Salazar-Carreño, R. G. García-Cáceres & O. O. Ortiz-Rodríguez, “Laboratory processing of Colombian rice husk for obtaining amorphous silica as concrete supplementary cementing material,” Constr Build Mater, vol. 96, no. 15, pp. 65–75. Oct. 2015. https://doi.org/10.1016/j.conbuildmat.2015.07.178 [12] A. Bicer, “Effect of fly ash particle size on thermal and mechanical properties of fly ash-cement composites,” TSEP, vol. 8, pp. 78–82, Dec. 2018. https://doi.org/10.1016/j.tsep.2018.07.014 [13] S. H. Jung, V. Saraswathy, S. Karthick, P. Kathirvel & S. J. Kwon, “Microstructure Characteristics of Fly Ash Concrete with Rice Husk Ash and Lime Stone Powder,” Int J Concr Struct Mater, vol. 12, no. 17, 1–9, Dec. 2018. https://doi.org/10.1186/s40069-018-0257-4 [14] A. Palomo, M. W. Grutzeck & M. T. Blanco, “Alkali-activated fly ashes: A cement for the future,” Cem Concr Res, vol. 29, no. 8, pp. 1323–1329, Aug. 1999. https://doi.org/10.1016/S0008-8846(98)00243-9 [15] G. Kovalchuk, A. Fernández-Jiménez & A. Palomo, “Alkali-activated fly ash. Relationship between mechanical strength gains and initial ash chemistry,” Mater Const, vol. 58, no. 291, pp. 35–52, Sep. 2008. https://doi.org/10.3989/mc.2008.v58.i291.101 [16] M. Criado, A. Palomo & A. Fernández-Jiménez, “Alkali activation of fly ashes. Part 1: Effect of curing conditions on the carbonation of the reaction products,” Fuel, vol. 84, no. 16, pp. 2048–2054, Nov. 2005. https://doi.org/10.1016/j.fuel.2005.03.030 [17] S. P. Singh, S. Chowdhury & P. N. Mishra, “An Experimental Investigation on Strength Characteristics of Alkali Activated Fly Ash,” Procedia Earth Planet Sci, vol. 11, pp. 402–409, 2015. https://doi. org/10.1016/j.proeps.2015.06.039 [18] D. Velandia-Manchego, C. Lynsdale, F. Ramirez, J. Provis, G. Hermida & A. Gómez, “Ultra optimum green concrete using high volume fly ash activated systems,” MRS OPL Arch, vol. 1612, no. 2, pp. 1689–1699, Dec. 2014. https://doi.org/10.1557/opl.2013.1118 [19] T. Degen, M. Sadki, E. Bron, U. König & G. Nénert, “The HighScore suite,” Powder Diffraction. vol. 29, Suppl S2, pp S13–S18, Dec. 2014. https://doi.org/10.1017/S0885715614000840 [20] Axios FAST Simultaneous XRF Spectrometer. (model 4 kw), Malvern Panalytical, Malvern, Reino Unido. Disponible en https://www.malvernpanalytical.com/es |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)Derechos de autor 2021 INGE CUChttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Salazar Carreño, DimelsaGarcía-Cáceres, Rafael GuillermoSanta, Alejandra2023-02-15T16:48:44Z2023-02-15T16:48:44Z2022D. Salazar-Carreño, R. García-Cáceres & A. Santa, “High volume fly ash concrete activated with naoh, sodium sulfate and limestone,” INGE CUC, vol. 18, no. 1, pp. 243–250, 2022. DOI: http://doi.org/10.17981/ingecuc.18.1.2022.170122-6517https://hdl.handle.net/11323/990810.17981/ingecuc.18.1.2022.172382-4700Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Introducción— Las grandes cantidades de cenizas volantes que se obtienen como subproducto de la combustión del carbón en las termoeléctricas han generado preocupación por su impacto ambiental, por ejemplo, en Colombia este residuo representa la cantidad de 6 millones de toneladas al año. Dentro de las estrategias de solución está el aprovechamiento de este residuo en procesos industriales. El residuo cuenta con propiedades puzolánicas útiles en industrias como la del cemento y concreto. Objetivos— La presente investigación tiene como objetivo evaluar la resistencia a la compresión a diferentes edades de concretos con reemplazando cemento por ceniza volante de 40%. Metodología— Se utilizó la activación alcalina con NaOH y activación con sulfato de sodio y caliza, en diferentes proporciones. Resultados— Los resultados mostraron que la activación mejora el desempeño de la ceniza. Conclusiones— Se lograron obtener mejores propiedades mecánicas que sin activación.Introduction— The large quantities of fly ash obtained as a by-product of coal combustion in thermoelectric power plants have generated concern about its environmental impact; for example, in Colombia this waste represents 6 million tons per year. One of the solution strategies is the use of this residue in industrial processes. The residue has pozzolanic properties useful in industries such as cement and concrete. Objectives— The objective of this research is to evaluate the compressive strength at different ages of concrete by replacing cement with 40% fly ash. Methodology— Alkaline activation with NaOH and activation with sodium sulfate and limestone, in different proportions, were used. Results— The results showed that activation improved the performance of the ash. Conclusions— Better mechanical properties were obtained than without activation.8 páginasapplication/pdfengCorporación Universidad de la CostaColombiahttps://revistascientificas.cuc.edu.co/ingecuc/article/view/3415High volume fly ash concrete activated with naoh, sodium sulfate and limestoneElaboración de concretos con altos reemplazos de cenizas volantes y activación con naoh, sulfato de sodio y calizaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85INGE CUC[1] A. M. Rashad, “A brief on high-volume Class F fly ash as cement replacement – A guide for Civil Engineer,” Int J Sustain Built Environ, vol. 4, no. 2, pp. 278–306, Dec. 2015. https://doi.org/10.1016/j. ijsbe.2015.10.002[1] A. M. Rashad, “A brief on high-volume Class F fly ash as cement replacement – A guide for Civil Engineer,” Int J Sustain Built Environ, vol. 4, no. 2, pp. 278–306, Dec. 2015. https://doi.org/10.1016/j.ijsbe.2015.10.002[2] K. P. Keith, “Characterization of the Behavior of High Volume Fly Ash Concrete,” Thesis Master, Fac. Eng, Auburn, AU, Al, USA, 2011. Availabe: http://hdl.handle.net/10415/2784[3] P. K. Mehta, “Effect of Fly Ash Composition on Sulfate Resistance of Cement,” J Proc, vol. 83, no. 6, pp. 994–1000. Nov. 1986. https://doi.org/10.14359/1892[4] V. M. Malotra & P. K. Metha, High-performance, high-volume fly ash concrete: materials, mixture proportioning, properties, construction practice, and case histories. OT, CA: SCMSD, Inc., 2004. Available: http://worldcat.org/isbn/0965231070[5] J. Z. W. Moon, Z. Wang, M. O. Kim & S.-C. Chun, “Strength enhancement of alkaline activated fly ash cured at ambient temperature by delayed activation of substituted OPC,” Constr Build Mater, vol. 122, pp. 659–666. Sep. 2016. https://doi.org/10.1016/j.conbuildmat.2016.06.111[6] E. R. Nuñez, “Comportamiento Mecánico y durabilidad de morteros de cenizas volantes activadas alcalinamente,” trabajo grado, Dpto Ing, PUJ, BO, CO, 2013. Available: https://repository.javeriana.edu.co/ bitstream/handle/10554/11159/RobayoNunezEstefania2013.pdf[7] M. Criado, A. F. Jiménez & A. Palomo, “Effect of sodium sulfate on the alkali activation of fly ash,” Cem Concr Compos, vol. 32, no. 8, pp. 589–594. Sep. 2010. https://doi.org/10.1016/j.cemconcomp.2010.05.002[8] M. Criado, A. Palomo, A. Fernández-Jiménez & P. F. G. Banfill, “Alkali activated fly ash: Effect of admixtures on paste rheology,” Rheol Acta, vol. 48, no. 4, pp. 447–455. Feb. 2009. https://doi.org/10.1007/ s00397-008-0345-5[9] B. S.-K. Reddy, J. Varaprasad & K. N.-K. Reddy, “Strength and workability of low lime fly-ash based geopolymer concrete,” Indian J Sci Technol, vol. 3, no. 12, pp. 1188–1189, Dec. 2010. Available: https:// sciresol.s3.us-east-2.amazonaws.com/IJST/Articles/2010/Issue-12/Article13.pdf[10] M. Criado, “Nuevos materiales cementantes basados en la activación alcalina de cenizas volantes. Carecterización de geles N-A-S-H en función del contenido de sílice soluble. Efecto del Na2 SO4,” Ph.D. dissertation, Depto Quim Inorg, CSIC, IETcc, MAD, ES, 2007. Disponible en http://hdl.handle. net/10486/1697[11] D. Salazar-Carreño, R. G. García-Cáceres & O. O. Ortiz-Rodríguez, “Laboratory processing of Colombian rice husk for obtaining amorphous silica as concrete supplementary cementing material,” Constr Build Mater, vol. 96, no. 15, pp. 65–75. Oct. 2015. https://doi.org/10.1016/j.conbuildmat.2015.07.178[12] A. Bicer, “Effect of fly ash particle size on thermal and mechanical properties of fly ash-cement composites,” TSEP, vol. 8, pp. 78–82, Dec. 2018. https://doi.org/10.1016/j.tsep.2018.07.014[13] S. H. Jung, V. Saraswathy, S. Karthick, P. Kathirvel & S. J. Kwon, “Microstructure Characteristics of Fly Ash Concrete with Rice Husk Ash and Lime Stone Powder,” Int J Concr Struct Mater, vol. 12, no. 17, 1–9, Dec. 2018. https://doi.org/10.1186/s40069-018-0257-4[14] A. Palomo, M. W. Grutzeck & M. T. Blanco, “Alkali-activated fly ashes: A cement for the future,” Cem Concr Res, vol. 29, no. 8, pp. 1323–1329, Aug. 1999. https://doi.org/10.1016/S0008-8846(98)00243-9[15] G. Kovalchuk, A. Fernández-Jiménez & A. Palomo, “Alkali-activated fly ash. Relationship between mechanical strength gains and initial ash chemistry,” Mater Const, vol. 58, no. 291, pp. 35–52, Sep. 2008. https://doi.org/10.3989/mc.2008.v58.i291.101[16] M. Criado, A. Palomo & A. Fernández-Jiménez, “Alkali activation of fly ashes. Part 1: Effect of curing conditions on the carbonation of the reaction products,” Fuel, vol. 84, no. 16, pp. 2048–2054, Nov. 2005. https://doi.org/10.1016/j.fuel.2005.03.030[17] S. P. Singh, S. Chowdhury & P. N. Mishra, “An Experimental Investigation on Strength Characteristics of Alkali Activated Fly Ash,” Procedia Earth Planet Sci, vol. 11, pp. 402–409, 2015. https://doi. org/10.1016/j.proeps.2015.06.039[18] D. Velandia-Manchego, C. Lynsdale, F. Ramirez, J. Provis, G. Hermida & A. Gómez, “Ultra optimum green concrete using high volume fly ash activated systems,” MRS OPL Arch, vol. 1612, no. 2, pp. 1689–1699, Dec. 2014. https://doi.org/10.1557/opl.2013.1118[19] T. Degen, M. Sadki, E. Bron, U. König & G. Nénert, “The HighScore suite,” Powder Diffraction. vol. 29, Suppl S2, pp S13–S18, Dec. 2014. https://doi.org/10.1017/S0885715614000840[20] Axios FAST Simultaneous XRF Spectrometer. (model 4 kw), Malvern Panalytical, Malvern, Reino Unido. 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ada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
 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