Análise da viabilidade da fabricação de blocos intertravados de concreto para pavimentos com o uso de agregados reciclados da construção civil Article Swipe
Webert Brasil Cirilo da Silva
,
Suelly Helena de Araújo Barroso
,
Antônio Eduardo Bezerra Cabral
,
Ronaldo Stefanutti
,
Luís Picado-Santos
·
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.58922/transportes.v31i1.2860
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.58922/transportes.v31i1.2860
O objetivo deste artigo é analisar a viabilidade de utilização de blocos intertravados de concreto, com agregados reciclados de resíduos de construção e demolição, para pavimentação. Primeiro, foi produzido concreto seco, o qual é conhecido por apresentar slump-zero, sendo necessária máquina de vibro-prensa para compactação e desforma imediata. Assim, quatro misturas de concreto seco, REF-0.63, REF-0.73, 50CDW-0.63 e 50CDW-0.73 (os dois primeiros e os dois últimos sem e com agregados reciclados, respectivamente) foram aplicadas com duas relações água/cimento (0.63 e 0.73). Na próxima etapa, foram utilizados métodos de dimensionamento empírico e mecanístico-empírico para pavimento de blocos intertravados, sendo simulada a construção dessa estrutura com avaliação de custos. Os resultados indicaram que a mistura de referência REF-0.73, com mais água, apresentou a maior resistência característica à compressão aos 28 dias (25.34 MPa). Além disso, o pavimento intertravado resultante do dimensionamento mecanístico-empírico, com agregados reciclados nos blocos (mistura 50CDW-0.63), gerou economia da ordem de US$76.000,00 em comparação ao pavimento de blocos de referência (mistura REF-0.73). Por fim, o concreto seco pode apresentar melhor comportamento mecânico com a adição de água e a tecnologia de pavimento intertravado é mais atrativa financeiramente, aplicando método de dimensionamento mecanístico-empírico.
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- https://doi.org/10.58922/transportes.v31i1.2860
- https://www.revistatransportes.org.br/anpet/article/download/2860/1003
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https://openalex.org/W4381930936Canonical identifier for this work in OpenAlex
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https://doi.org/10.58922/transportes.v31i1.2860Digital Object Identifier
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Análise da viabilidade da fabricação de blocos intertravados de concreto para pavimentos com o uso de agregados reciclados da construção civilWork title
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articleOpenAlex work type
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ptPrimary language
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2023Year of publication
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2023-05-03Full publication date if available
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Webert Brasil Cirilo da Silva, Suelly Helena de Araújo Barroso, Antônio Eduardo Bezerra Cabral, Ronaldo Stefanutti, Luís Picado-SantosList of authors in order
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https://doi.org/10.58922/transportes.v31i1.2860Publisher landing page
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https://www.revistatransportes.org.br/anpet/article/download/2860/1003Direct link to full text PDF
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| abstract_inverted_index.quatro | 49 |
| abstract_inverted_index.água, | 118 |
| abstract_inverted_index.custos. | 106 |
| abstract_inverted_index.mistura | 112 |
| abstract_inverted_index.método | 189 |
| abstract_inverted_index.(mistura | 145, 161 |
| abstract_inverted_index.adição | 175 |
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| abstract_inverted_index.atrativa | 186 |
| abstract_inverted_index.concreto | 29, 52, 166 |
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| abstract_inverted_index.economia | 148 |
| abstract_inverted_index.misturas | 50 |
| abstract_inverted_index.máquina | 40 |
| abstract_inverted_index.métodos | 86 |
| abstract_inverted_index.objetivo | 1 |
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| abstract_inverted_index.simulada | 98 |
| abstract_inverted_index.últimos | 65 |
| abstract_inverted_index.Primeiro, | 26 |
| abstract_inverted_index.REF-0.63, | 54 |
| abstract_inverted_index.REF-0.73, | 55, 115 |
| abstract_inverted_index.agregados | 16, 69, 141 |
| abstract_inverted_index.aplicadas | 73 |
| abstract_inverted_index.aplicando | 188 |
| abstract_inverted_index.concreto, | 14 |
| abstract_inverted_index.conhecido | 34 |
| abstract_inverted_index.empírico | 89 |
| abstract_inverted_index.estrutura | 102 |
| abstract_inverted_index.imediata. | 47 |
| abstract_inverted_index.indicaram | 109 |
| abstract_inverted_index.mecânico | 172 |
| abstract_inverted_index.pavimento | 93, 134, 156, 182 |
| abstract_inverted_index.primeiros | 61 |
| abstract_inverted_index.produzido | 28 |
| abstract_inverted_index.resíduos | 19 |
| abstract_inverted_index.50CDW-0.63 | 56 |
| abstract_inverted_index.50CDW-0.73 | 58 |
| abstract_inverted_index.REF-0.73). | 162 |
| abstract_inverted_index.apresentar | 36, 169 |
| abstract_inverted_index.apresentou | 119 |
| abstract_inverted_index.reciclados | 17, 142 |
| abstract_inverted_index.relações | 76 |
| abstract_inverted_index.resultados | 108 |
| abstract_inverted_index.resultante | 136 |
| abstract_inverted_index.tecnologia | 180 |
| abstract_inverted_index.utilizados | 85 |
| abstract_inverted_index.avaliação | 104 |
| abstract_inverted_index.compressão | 125 |
| abstract_inverted_index.necessária | 39 |
| abstract_inverted_index.reciclados, | 70 |
| abstract_inverted_index.referência | 114, 160 |
| abstract_inverted_index.slump-zero, | 37 |
| abstract_inverted_index.viabilidade | 7 |
| abstract_inverted_index.50CDW-0.63), | 146 |
| abstract_inverted_index.US$76.000,00 | 152 |
| abstract_inverted_index.comparação | 154 |
| abstract_inverted_index.construção | 21, 100 |
| abstract_inverted_index.demolição, | 23 |
| abstract_inverted_index.intertravado | 135, 183 |
| abstract_inverted_index.resistência | 122 |
| abstract_inverted_index.utilização | 9 |
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| abstract_inverted_index.compactação | 44 |
| abstract_inverted_index.comportamento | 171 |
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| abstract_inverted_index.água/cimento | 77 |
| abstract_inverted_index.intertravados, | 96 |
| abstract_inverted_index.característica | 123 |
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| abstract_inverted_index.pavimentação. | 25 |
| abstract_inverted_index.financeiramente, | 187 |
| abstract_inverted_index.respectivamente) | 71 |
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| abstract_inverted_index.mecanístico-empírico, | 139 |
| abstract_inverted_index.mecanístico-empírico. | 192 |
| cited_by_percentile_year.max | 94 |
| cited_by_percentile_year.min | 90 |
| countries_distinct_count | 2 |
| institutions_distinct_count | 5 |
| citation_normalized_percentile.value | 0.46834614 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |