Comparative study of high strength concrete traces with different types of cements and polyfunctional additives
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/32375 |
Resumo: | In the last decades, there have been great developments in the area of technology of construction materials and with that, concretes were obtained that reach high resistance and provide an interesting durability due to the use of additives and a reduced water/cement ratio. The implementation of technological control processes for concrete is of great importance to obtain the expected quality of the material requested in the project, aiming at an increasingly competitive market. In view of this, it is necessary to know the most economical solutions and with the best performance in the area of civil construction. In this sense, this comparative study initially evaluates the aggregates used, performing characterization tests. Then, a trait was chosen based on customer demand and the need to reduce the consumption of cement used in the concrete plant where the present study was carried out. With this, 18 traces were rotated, using three brands of polyfunctional water-reducing additives and six brands or types of cement, with 08 specimens being molded for each trace rotated and their compressive strength analyzed at ages 1, 3, 7 and 28 days. Then, the additive content to be used in the traces was recommended by the manufacturers, staying at 0.8% in additive A, 0.85% in additive B and 0.7% in additive C. The results achieved contributed to a greater assimilation as to the interference of additives in different cement samples in high strength concrete mixes, both in the first hours and during the first ages. |
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Comparative study of high strength concrete traces with different types of cements and polyfunctional additivesEstudio comparativo de trazas de hormigón de alta resistencia con diferentes tipos de cementos y aditivos polifuncionalesEstudo comparativo de traços de concreto de alta resistência com diferentes tipos de cimentos e aditivos polifuncionaisConcretoAditivoCementoFuerza comprensiva.ConcretoAditivoCimentoResistência à compressão.ConcreteAdditiveCementCompressive strength.In the last decades, there have been great developments in the area of technology of construction materials and with that, concretes were obtained that reach high resistance and provide an interesting durability due to the use of additives and a reduced water/cement ratio. The implementation of technological control processes for concrete is of great importance to obtain the expected quality of the material requested in the project, aiming at an increasingly competitive market. In view of this, it is necessary to know the most economical solutions and with the best performance in the area of civil construction. In this sense, this comparative study initially evaluates the aggregates used, performing characterization tests. Then, a trait was chosen based on customer demand and the need to reduce the consumption of cement used in the concrete plant where the present study was carried out. With this, 18 traces were rotated, using three brands of polyfunctional water-reducing additives and six brands or types of cement, with 08 specimens being molded for each trace rotated and their compressive strength analyzed at ages 1, 3, 7 and 28 days. Then, the additive content to be used in the traces was recommended by the manufacturers, staying at 0.8% in additive A, 0.85% in additive B and 0.7% in additive C. The results achieved contributed to a greater assimilation as to the interference of additives in different cement samples in high strength concrete mixes, both in the first hours and during the first ages.En las últimas décadas ha habido un gran desarrollo en el área de la tecnología de los materiales de construcción y con ello se obtuvieron hormigones que alcanzan altas resistencias y brindan una interesante durabilidad debido al uso de aditivos y una reducida relación agua/cemento. La implementación de procesos tecnológicos de control del hormigón es de gran importancia para obtener la calidad esperada del material solicitado en el proyecto, apuntando a un mercado cada vez más competitivo. Ante esto, es necesario conocer las soluciones más económicas y de mejor desempeño en el área de la construcción civil. En este sentido, este estudio comparativo evalúa inicialmente los áridos utilizados, realizando ensayos de caracterización. Luego, se eligió una característica en base a la demanda del cliente y la necesidad de reducir el consumo de cemento utilizado en la planta de concreto donde se realizó el presente estudio. Con esto, se rotaron 18 trazas, utilizando tres marcas de aditivos polifuncionales reductores de agua y seis marcas o tipos de cemento, moldeándose 08 especímenes por cada traza rotada y analizándose su resistencia a la compresión a las edades de 1, 3, 7 y 28 días. Luego, el contenido de aditivo a utilizar en las trazas fue recomendado por los fabricantes, quedándose en 0,8% en el aditivo A, 0,85% en el aditivo B y 0,7% en el aditivo C. Los resultados alcanzados contribuyeron a una mayor asimilación en cuanto a la interferencia de aditivos en diferentes muestras de cemento en mezclas de concreto de alta resistencia, tanto en las primeras horas como durante las primeras edades.Nas últimas décadas, ocorreram grandes desenvolvimentos na área de tecnologia dos materiais de construção e com isso, obtiveram-se concretos que atingem altas resistências e proporcionam uma interessante durabilidade devido ao uso de aditivos e de uma reduzida relação água/cimento. A implantação de processos de controle tecnológico do concreto é de grande relevância para obter a qualidade esperada do material solicitado em projeto, visando um mercado cada vez mais competitivo. Visto isso, é necessário conhecer as soluções mais econômicas e com melhor desempenho na área de construção civil. Nesse sentido, este estudo comparativo avalia inicialmente os agregados utilizados, realizando ensaios de caracterização. Em seguida foi escolhido um traço com base na demanda dos clientes e na necessidade de redução no consumo de cimento utilizado da usina de concreto onde fora realizado o presente estudo. Com isso, foram rodados 18 traços, utilizando três marcas de aditivos polifuncionais redutores de água e seis marcas ou tipos de cimento, sendo moldados 08 corpos de prova para cada traço rodado e analisada a resistência à compressão dos mesmos com idades de 1, 3, 7 e 28 dias. Em seguida, foi recomendado pelos fabricantes o teor de aditivo a ser utilizado nos traços, ficando em 0,8% no aditivo A, 0,85% no aditivo B e 0,7% no aditivo C. Os resultados conquistados colaboraram para uma maior assimilação quanto à interferência dos aditivos em distintas amostras de cimento em traços de concreto de alta resistência, tanto nas primeiras horas, quanto no decorrer das primeiras idades.Research, Society and Development2022-07-23info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/3237510.33448/rsd-v11i10.32375Research, Society and Development; Vol. 11 No. 10; e68111032375Research, Society and Development; Vol. 11 Núm. 10; e68111032375Research, Society and Development; v. 11 n. 10; e681110323752525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/32375/27551Copyright (c) 2022 Vanessa Ayanna de Souza Costa; Victor Henrique Vieira Braz; Francisco de Assis Berenguer Correia; Eliana Cristina Barreto Monteirohttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessCosta, Vanessa Ayanna de Souza Braz, Victor Henrique VieiraCorreia, Francisco de Assis Berenguer Monteiro, Eliana Cristina Barreto 2022-08-12T22:23:03Zoai:ojs.pkp.sfu.ca:article/32375Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:48:24.476605Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives Estudio comparativo de trazas de hormigón de alta resistencia con diferentes tipos de cementos y aditivos polifuncionales Estudo comparativo de traços de concreto de alta resistência com diferentes tipos de cimentos e aditivos polifuncionais |
title |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives |
spellingShingle |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives Costa, Vanessa Ayanna de Souza Concreto Aditivo Cemento Fuerza comprensiva. Concreto Aditivo Cimento Resistência à compressão. Concrete Additive Cement Compressive strength. |
title_short |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives |
title_full |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives |
title_fullStr |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives |
title_full_unstemmed |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives |
title_sort |
Comparative study of high strength concrete traces with different types of cements and polyfunctional additives |
author |
Costa, Vanessa Ayanna de Souza |
author_facet |
Costa, Vanessa Ayanna de Souza Braz, Victor Henrique Vieira Correia, Francisco de Assis Berenguer Monteiro, Eliana Cristina Barreto |
author_role |
author |
author2 |
Braz, Victor Henrique Vieira Correia, Francisco de Assis Berenguer Monteiro, Eliana Cristina Barreto |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Costa, Vanessa Ayanna de Souza Braz, Victor Henrique Vieira Correia, Francisco de Assis Berenguer Monteiro, Eliana Cristina Barreto |
dc.subject.por.fl_str_mv |
Concreto Aditivo Cemento Fuerza comprensiva. Concreto Aditivo Cimento Resistência à compressão. Concrete Additive Cement Compressive strength. |
topic |
Concreto Aditivo Cemento Fuerza comprensiva. Concreto Aditivo Cimento Resistência à compressão. Concrete Additive Cement Compressive strength. |
description |
In the last decades, there have been great developments in the area of technology of construction materials and with that, concretes were obtained that reach high resistance and provide an interesting durability due to the use of additives and a reduced water/cement ratio. The implementation of technological control processes for concrete is of great importance to obtain the expected quality of the material requested in the project, aiming at an increasingly competitive market. In view of this, it is necessary to know the most economical solutions and with the best performance in the area of civil construction. In this sense, this comparative study initially evaluates the aggregates used, performing characterization tests. Then, a trait was chosen based on customer demand and the need to reduce the consumption of cement used in the concrete plant where the present study was carried out. With this, 18 traces were rotated, using three brands of polyfunctional water-reducing additives and six brands or types of cement, with 08 specimens being molded for each trace rotated and their compressive strength analyzed at ages 1, 3, 7 and 28 days. Then, the additive content to be used in the traces was recommended by the manufacturers, staying at 0.8% in additive A, 0.85% in additive B and 0.7% in additive C. The results achieved contributed to a greater assimilation as to the interference of additives in different cement samples in high strength concrete mixes, both in the first hours and during the first ages. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-07-23 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/32375 10.33448/rsd-v11i10.32375 |
url |
https://rsdjournal.org/index.php/rsd/article/view/32375 |
identifier_str_mv |
10.33448/rsd-v11i10.32375 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/32375/27551 |
dc.rights.driver.fl_str_mv |
https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 11 No. 10; e68111032375 Research, Society and Development; Vol. 11 Núm. 10; e68111032375 Research, Society and Development; v. 11 n. 10; e68111032375 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
_version_ |
1797052718327529472 |