Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System

The durability of the concrete of the precast Great Soviet Panel system is valued through the resistance to compression, ultrasonic pulse velocity, surface methods, humidity and potential of corrosion. The evaluation is approached, essentially, through experimental and statistical methods, neverthel...

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Tipo de recurso:
Fecha de publicación:
2020
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
eng
spa
OAI Identifier:
oai:repositorio.uptc.edu.co:001/14263
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486
https://repositorio.uptc.edu.co/handle/001/14263
Palabra clave:
potential of corrosion
surface methods
ultrasonic pulse velocity
compression resistance
concrete system
humidity percentage
índice esclerométrico
porcentaje de humedad
potencial de corrosión
resistencia a compresión
sistema prefabricado
velocidad del pulso ultrasónico
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http://purl.org/coar/access_right/c_abf60
id REPOUPTC2_21f123ba260bce9b2be62635bb4fdb97
oai_identifier_str oai:repositorio.uptc.edu.co:001/14263
network_acronym_str REPOUPTC2
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repository_id_str
dc.title.en-US.fl_str_mv Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
dc.title.es-ES.fl_str_mv Valoración de la durabilidad del hormigón prefabricado utilizado en el sistema gran panel soviético
title Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
spellingShingle Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
potential of corrosion
surface methods
ultrasonic pulse velocity
compression resistance
concrete system
humidity percentage
índice esclerométrico
porcentaje de humedad
potencial de corrosión
resistencia a compresión
sistema prefabricado
velocidad del pulso ultrasónico
title_short Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
title_full Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
title_fullStr Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
title_full_unstemmed Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
title_sort Valuation of the Durability of the Concrete Used in the Precast Great Soviet Panel System
dc.subject.en-US.fl_str_mv potential of corrosion
surface methods
ultrasonic pulse velocity
compression resistance
concrete system
humidity percentage
topic potential of corrosion
surface methods
ultrasonic pulse velocity
compression resistance
concrete system
humidity percentage
índice esclerométrico
porcentaje de humedad
potencial de corrosión
resistencia a compresión
sistema prefabricado
velocidad del pulso ultrasónico
dc.subject.es-ES.fl_str_mv índice esclerométrico
porcentaje de humedad
potencial de corrosión
resistencia a compresión
sistema prefabricado
velocidad del pulso ultrasónico
description The durability of the concrete of the precast Great Soviet Panel system is valued through the resistance to compression, ultrasonic pulse velocity, surface methods, humidity and potential of corrosion. The evaluation is approached, essentially, through experimental and statistical methods, nevertheless, historical-logical and technical methods, such as surveys and interviews, are used in order to gather a bigger amount of information on the resistance to compression of the elements in the original project. While analyzing the results, we can conclude that, in elements in a good technical-constructive state that conform the constructions in exploitation, concrete has an average resistance. However, in elements with the presence of pathological damages, the resistance is low due to the fact that elements show chemical deterioration processes caused by water exposure, which generates the formation of soluble paste compounds, loss of mass, and decrease in mechanical resistance, among other alterations. At the same time, carbonation of concrete is triggered, which, in turn, causes the corrosion of the reinforcing steel. This corrosion leads to the cracking of concrete, delamination of steel, decrease of the concrete-steel adhesion, and other manifestations that affect the durability of concrete. Therefore, the incidence of the durability of concrete should be valued in the structural seismic behavior of constructions.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2024-07-05T19:11:53Z
dc.date.available.none.fl_str_mv 2024-07-05T19:11:53Z
dc.date.none.fl_str_mv 2020-06-18
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a143
status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486
10.19053/01211129.v29.n54.2020.10486
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/14263
url https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486
https://repositorio.uptc.edu.co/handle/001/14263
identifier_str_mv 10.19053/01211129.v29.n54.2020.10486
dc.language.none.fl_str_mv eng
spa
dc.language.iso.spa.fl_str_mv eng
spa
language eng
spa
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486/9387
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486/9388
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486/9505
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf60
rights_invalid_str_mv http://purl.org/coar/access_right/c_abf60
http://purl.org/coar/access_right/c_abf2
dc.format.none.fl_str_mv application/pdf
application/pdf
application/xml
dc.publisher.en-US.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia
dc.source.en-US.fl_str_mv Revista Facultad de Ingeniería; Vol. 29 No. 54 (2020): Continuos Publication; e10486
dc.source.es-ES.fl_str_mv Revista Facultad de Ingeniería; Vol. 29 Núm. 54 (2020): Publicación Continua; e10486
dc.source.none.fl_str_mv 2357-5328
0121-1129
institution Universidad Pedagógica y Tecnológica de Colombia
repository.name.fl_str_mv Repositorio Institucional UPTC
repository.mail.fl_str_mv repositorio.uptc@uptc.edu.co
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spelling 2020-06-182024-07-05T19:11:53Z2024-07-05T19:11:53Zhttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/1048610.19053/01211129.v29.n54.2020.10486https://repositorio.uptc.edu.co/handle/001/14263The durability of the concrete of the precast Great Soviet Panel system is valued through the resistance to compression, ultrasonic pulse velocity, surface methods, humidity and potential of corrosion. The evaluation is approached, essentially, through experimental and statistical methods, nevertheless, historical-logical and technical methods, such as surveys and interviews, are used in order to gather a bigger amount of information on the resistance to compression of the elements in the original project. While analyzing the results, we can conclude that, in elements in a good technical-constructive state that conform the constructions in exploitation, concrete has an average resistance. However, in elements with the presence of pathological damages, the resistance is low due to the fact that elements show chemical deterioration processes caused by water exposure, which generates the formation of soluble paste compounds, loss of mass, and decrease in mechanical resistance, among other alterations. At the same time, carbonation of concrete is triggered, which, in turn, causes the corrosion of the reinforcing steel. This corrosion leads to the cracking of concrete, delamination of steel, decrease of the concrete-steel adhesion, and other manifestations that affect the durability of concrete. Therefore, the incidence of the durability of concrete should be valued in the structural seismic behavior of constructions.Se valora la durabilidad del hormigón del sistema prefabricado Gran Panel Soviético, a través de la precisión de la resistencia a compresión, la velocidad del pulso ultrasónico y el índice esclerométrico. Igualmente, se determinan otros parámetros como la humedad y el potencial de corrosión, que también inciden en la durabilidad del hormigón. Se recurre esencialmente a métodos experimentales y estadísticos, no obstante, se emplean métodos como el histórico-lógico y técnicas como las encuestas y entrevistas, para recopilar mayor cantidad de información sobre la resistencia a compresión de los elementos prefabricados en el proyecto original. Al analizar los resultados se concluye que, en los elementos en buen estado técnico-constructivo, que conforman las edificaciones en explotación, el hormigón es de resistencia media al igual que lo prescribe el proyecto original de este sistema prefabricado. Sin embargo, en los elementos con presencia de daños patológicos la resistencia es baja. Debido a que en estos elementos se evidencian procesos de deterioro químico, causado por el ataque del agua, que generan formación de compuestos solubles de la pasta, la pérdida de masa y la disminución de resistencia mecánica entre otras alteraciones. A la par se desencadena la carbonatación del hormigón, que provoca a su vez la corrosión del acero de refuerzo. Esta corrosión conduce al agrietamiento del hormigón, delaminación del acero, disminución de la adherencia hormigón-acero y demás manifestaciones, que afectan la durabilidad del hormigón. Por lo tanto, se debe valorar la incidencia de la durabilidad del hormigón, en el comportamiento sismorresistente de estas edificaciones.application/pdfapplication/pdfapplication/xmlengspaengspaUniversidad Pedagógica y Tecnológica de Colombiahttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486/9387https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486/9388https://revistas.uptc.edu.co/index.php/ingenieria/article/view/10486/9505Copyright (c) 2020 Yamila Concepción Socarrás-Cordoví, M.Sc., Liliana González-Díaz, Ph. D., Eduardo Álvarez-Deulofeu, Ph. D., Mayra González-Fernández, M.Sc., Estrella Roca-Fernández, M.Sc., Raúl Torres-Shoemberthttp://purl.org/coar/access_right/c_abf60http://purl.org/coar/access_right/c_abf2Revista Facultad de Ingeniería; Vol. 29 No. 54 (2020): Continuos Publication; e10486Revista Facultad de Ingeniería; Vol. 29 Núm. 54 (2020): Publicación Continua; e104862357-53280121-1129potential of corrosionsurface methodsultrasonic pulse velocitycompression resistanceconcrete systemhumidity percentageíndice esclerométricoporcentaje de humedadpotencial de corrosiónresistencia a compresiónsistema prefabricadovelocidad del pulso ultrasónicoValuation of the Durability of the Concrete Used in the Precast Great Soviet Panel SystemValoración de la durabilidad del hormigón prefabricado utilizado en el sistema gran panel soviéticoinfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a143http://purl.org/coar/version/c_970fb48d4fbd8a85Socarrás-Cordoví, Yamila ConcepciónGonzález-Díaz, LilianaÁlvarez-Deulofeu, Eduardo RafaelGonzález-Fernández, MayraRoca-Fernández, EstrellaTorres-Shoembert, Raúl001/14263oai:repositorio.uptc.edu.co:001/142632025-07-18 11:53:14.416metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co