Use of the flying ash in the dosing of the concrete as a substitute for the cement
Descripción del Articulo
Concrete is the most common material used in most civil works because it is a highly resistant and with material steel has a good structural behavior, its production is used as the main cement component, which directly affects the cost , which is why it seeks to reduce the amount of cement with the...
Autores: | , |
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Formato: | artículo |
Fecha de Publicación: | 2018 |
Institución: | Universidad Nacional del Altiplano |
Repositorio: | Revista de Investigaciones Altoandinas |
Lenguaje: | español |
OAI Identifier: | oai:ojs.pkp.sfu.ca:article/48 |
Nivel de acceso: | acceso abierto |
Materia: | cement fly-ash concrete design cemento ceniza-volante, concreto diseño |
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Use of the flying ash in the dosing of the concrete as a substitute for the cementUtilización de la ceniza volante en la dosificación del concreto como sustituto del cementoHuaquisto Cáceres, Samuel Belizario Quispe, Germán Huaquisto Cáceres, Samuel Belizario Quispe, Germán cementfly-ashconcretedesigncementoceniza-volante,concretodiseñoConcrete is the most common material used in most civil works because it is a highly resistant and with material steel has a good structural behavior, its production is used as the main cement component, which directly affects the cost , which is why it seeks to reduce the amount of cement with the addition of fly ash, which is a pollutant, waste of power plants. The objective was to dose mixtures of added fly ash as a substitute for the cement in such a way that it does not diminish the resistance of this one and to find the optimal dosage. The material and method used is normal concrete with fly ash additions to the design in proportions of 2.5%, 5.0%, 10.0% and 15.0% for breakages at 7, 14 and 28 days. The results indicate that after 28 days have resistances averaging 221kg/cm2 for both normal concrete as well as concrete with fly ash 2.5%, 231kg/cm2 for 5.0%, 200kg/cm2 to 10.0% and 192kg/cm2 for 15% of fly ash respectively. In conclusion fly ash it improves concrete strength in a range from 3% to 6% beyond these values reduces the strength of concrete, so it can be harmful.La Central Térmica Ilo 21 genera electricidad a base de carbón y cuyo residuo es la ceniza volante, material contaminante del medio ambiente, el cual es utilizada como adición al cemento para la fabricación del concreto de las diferentes obras civiles, en tal sentido el objetivo del presente estudio fue la dosificación de mezclas de concreto adicionando ceniza volante de tal manera que no disminuya la resistencia y ayude a mitigar el medio ambiente. El material y método empleado es el concreto normal con adiciones de ceniza volante en proporciones de 2.5%, 5.0%, 10.0% y 15.0% para roturas a los 7, 14, 28 y 90 días. Los resultados indican que a los 28 días se tienen resistencias en promedio de 221kg/cm2 para concreto normal, para concreto con 2.5% de ceniza volante 223kg/cm2, para el 5.0% 231kg/cm2, para el 10.0% 200 kg/cm2 y 192kg/cm2 para el 15% de ceniza volante respectivamente. En conclusión la ceniza volante se debe utilizar como sustitución al cemento en un rango menor al 10%, más allá de este valor disminuye la resistencia del concreto, por lo que puede resultar perjudicial a la hora de realizar los controles de calidad.Universidad Nacional del Altiplano2018-04-27info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdf//huajsapata.unap.edu.pe/index.php/ria/article/view/4810.18271/ria.2018.366Revista de Investigaciones Altoandinas - Journal of High Andean Research; Vol. 20 No. 2 (2018); 225-234Revista de Investigaciones Altoandinas - Journal of High Andean Research; Vol. 20 Núm. 2 (2018); 225-2342306-85822313-2957reponame:Revista de Investigaciones Altoandinasinstname:Universidad Nacional del Altiplanoinstacron:UNAPspa//huajsapata.unap.edu.pe/index.php/ria/article/view/48/42Derechos de autor 2020 Revista de Investigaciones Altoandinasinfo:eu-repo/semantics/openAccessoai:ojs.pkp.sfu.ca:article/482020-09-29T11:41:12Z |
dc.title.none.fl_str_mv |
Use of the flying ash in the dosing of the concrete as a substitute for the cement Utilización de la ceniza volante en la dosificación del concreto como sustituto del cemento |
title |
Use of the flying ash in the dosing of the concrete as a substitute for the cement |
spellingShingle |
Use of the flying ash in the dosing of the concrete as a substitute for the cement Huaquisto Cáceres, Samuel cement fly-ash concrete design cemento ceniza-volante, concreto diseño |
title_short |
Use of the flying ash in the dosing of the concrete as a substitute for the cement |
title_full |
Use of the flying ash in the dosing of the concrete as a substitute for the cement |
title_fullStr |
Use of the flying ash in the dosing of the concrete as a substitute for the cement |
title_full_unstemmed |
Use of the flying ash in the dosing of the concrete as a substitute for the cement |
title_sort |
Use of the flying ash in the dosing of the concrete as a substitute for the cement |
dc.creator.none.fl_str_mv |
Huaquisto Cáceres, Samuel Belizario Quispe, Germán Huaquisto Cáceres, Samuel Belizario Quispe, Germán |
author |
Huaquisto Cáceres, Samuel |
author_facet |
Huaquisto Cáceres, Samuel Belizario Quispe, Germán Belizario Quispe, Germán |
author_role |
author |
author2 |
Belizario Quispe, Germán Belizario Quispe, Germán |
author2_role |
author author |
dc.subject.none.fl_str_mv |
cement fly-ash concrete design cemento ceniza-volante, concreto diseño |
topic |
cement fly-ash concrete design cemento ceniza-volante, concreto diseño |
description |
Concrete is the most common material used in most civil works because it is a highly resistant and with material steel has a good structural behavior, its production is used as the main cement component, which directly affects the cost , which is why it seeks to reduce the amount of cement with the addition of fly ash, which is a pollutant, waste of power plants. The objective was to dose mixtures of added fly ash as a substitute for the cement in such a way that it does not diminish the resistance of this one and to find the optimal dosage. The material and method used is normal concrete with fly ash additions to the design in proportions of 2.5%, 5.0%, 10.0% and 15.0% for breakages at 7, 14 and 28 days. The results indicate that after 28 days have resistances averaging 221kg/cm2 for both normal concrete as well as concrete with fly ash 2.5%, 231kg/cm2 for 5.0%, 200kg/cm2 to 10.0% and 192kg/cm2 for 15% of fly ash respectively. In conclusion fly ash it improves concrete strength in a range from 3% to 6% beyond these values reduces the strength of concrete, so it can be harmful. |
publishDate |
2018 |
dc.date.none.fl_str_mv |
2018-04-27 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
//huajsapata.unap.edu.pe/index.php/ria/article/view/48 10.18271/ria.2018.366 |
identifier_str_mv |
//huajsapata.unap.edu.pe/index.php/ria/article/view/48 10.18271/ria.2018.366 |
dc.language.none.fl_str_mv |
spa |
language |
spa |
dc.relation.none.fl_str_mv |
//huajsapata.unap.edu.pe/index.php/ria/article/view/48/42 |
dc.rights.none.fl_str_mv |
Derechos de autor 2020 Revista de Investigaciones Altoandinas info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Derechos de autor 2020 Revista de Investigaciones Altoandinas |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidad Nacional del Altiplano |
publisher.none.fl_str_mv |
Universidad Nacional del Altiplano |
dc.source.none.fl_str_mv |
Revista de Investigaciones Altoandinas - Journal of High Andean Research; Vol. 20 No. 2 (2018); 225-234 Revista de Investigaciones Altoandinas - Journal of High Andean Research; Vol. 20 Núm. 2 (2018); 225-234 2306-8582 2313-2957 reponame:Revista de Investigaciones Altoandinas instname:Universidad Nacional del Altiplano instacron:UNAP |
instname_str |
Universidad Nacional del Altiplano |
instacron_str |
UNAP |
institution |
UNAP |
reponame_str |
Revista de Investigaciones Altoandinas |
collection |
Revista de Investigaciones Altoandinas |
repository.name.fl_str_mv |
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repository.mail.fl_str_mv |
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1841806818515353600 |
score |
12.8427 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).