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Abstract(s)
Esta dissertaĀøcĖao aborda o uso da Modelagem da InformaĀøcĖao da ConstruĀøcĖao (BIM) e automaĀøcĖao
de processos no detalhamento de consolas curtas em projetos de estruturas de betĖao armado. O
estudo Ā“e dividido em cinco cap“ıtulos principais, nos quais sĖao explorados desde a fundamentaĀøcĖao
teĀ“orica atĀ“e a apresentaĀøcĖao dos resultados e sugestĖoes para trabalhos futuros.
No cap“ıtulo RevisĖao de Literatura Ā“e fornecida uma base teĀ“orica, abordando os conceitos do
BIM, suas aplicaĀøcĖoes e as ferramentas utilizadas, como o Revit e o Dynamo. A importĖancia
da interoperabilidade, o hist“orico de desenvolvimento do BIM, e as normas regulamentadoras
que norteiam sua aplicaĀøcĖao sĖao discutidos. Este cap“ıtulo tambĀ“em abrange as caracter“ısticas das
consolas curtas de betĖao armado, classificando-as e apresentando os modos de ruptura t“ıpicos
dessas estruturas.
O terceiro cap“ıtulo apresenta a metodologia adotada, detalhando o desenvolvimento de um
script no Dynamo para automatizar o processo de detalhamento de consolos curtos de concreto
armado. Este script foi integrado ao Revit, otimizando o processo de geraĀøcĖao de quantitativos e mi nimizando erros comuns em metodologias tradicionais baseadas em CAD. A metodologia tambĀ“em
inclui a manipulaĀøcĖao e importaĀøcĖao de dados de armaduras, permitindo a automatizaĀøcĖao completa
do processo de detalhamento.
Os resultados obtidos a partir da aplicaĀøcĖao do script desenvolvido sĖao apresentados e analisados
no Cap“ıtulo intitulado AnĀ“alise e discussĖao dos resultados. Neste cap“ıtulo sĖao feitas comparaĀøcĖoes en tre os quantitativos gerados automaticamente e aqueles obtidos por mĀ“etodos tradicionais. TambĀ“em
se discutem as implicaĀøcĖoes dos resultados para a prĀ“atica da engenharia estrutural.
As conclusĖoes apontam para o sucesso do uso do Dynamo em conjunto com o Revit na au tomaĀøcĖao do detalhamento de consolos, evidenciando ganhos em tempo e precisĖao. Entretanto,
tambĀ“em sĖao abordadas limitaĀøcĖoes, como a necessidade de adaptaĀøcĖao para diferentes tipos de estru turas. O cap“ıtulo finaliza com sugestĖoes para pesquisas futuras, que poderiam explorar a expansĖao
da metodologia para outros elementos estruturais e o aprimoramento das tĀ“ecnicas de automaĀøcĖao
empregadas.
This dissertation addresses the use of Building Information Modeling (BIM) and process auto mation in the detailing of short reinforced corbels in structural design of concrete. The study is divided into five main chapters, which explore everything from the theoretical foundation to the presentation of results and suggestions for future work. In the Literature Review chapter, a theoretical basis is provided, addressing the concepts of BIM, its applications, and the tools used, such as Revit and Dynamo. The importance of in teroperability, the historical development of BIM, and the regulatory standards that guide its application are discussed. This chapter also covers the characteristics of short reinforced concrete corbels, classifying them and presenting the typical failure modes of these structures. The third chapter presents the methodology adopted, detailing the development of a script in Dynamo to automate the process of detailing short reinforced concrete corbels. This script was integrated into Revit, optimizing the process of generating quantities and minimizing common errors in traditional CAD-based methodologies. The methodology also includes the manipulation and importation of reinforcement data, allowing for full automation of the detailing process. The results obtained from the application of the developed script are presented and analyzed in the chapter entitled Analysis and Discussion of Results. In this chapter, comparisons are made between the quantities automatically generated and those obtained by traditional methods. The implications of the results for structural engineering practice are also discussed. The conclusions point to the success of using Dynamo together with Revit in automating corbel detailing, highlighting gains in time and accuracy. However, limitations are also addressed, such as the need for adaptation to different types of structures. The chapter concludes with suggestions for future research, which could explore expanding the methodology to other structural elements and improving the automation techniques employed.
This dissertation addresses the use of Building Information Modeling (BIM) and process auto mation in the detailing of short reinforced corbels in structural design of concrete. The study is divided into five main chapters, which explore everything from the theoretical foundation to the presentation of results and suggestions for future work. In the Literature Review chapter, a theoretical basis is provided, addressing the concepts of BIM, its applications, and the tools used, such as Revit and Dynamo. The importance of in teroperability, the historical development of BIM, and the regulatory standards that guide its application are discussed. This chapter also covers the characteristics of short reinforced concrete corbels, classifying them and presenting the typical failure modes of these structures. The third chapter presents the methodology adopted, detailing the development of a script in Dynamo to automate the process of detailing short reinforced concrete corbels. This script was integrated into Revit, optimizing the process of generating quantities and minimizing common errors in traditional CAD-based methodologies. The methodology also includes the manipulation and importation of reinforcement data, allowing for full automation of the detailing process. The results obtained from the application of the developed script are presented and analyzed in the chapter entitled Analysis and Discussion of Results. In this chapter, comparisons are made between the quantities automatically generated and those obtained by traditional methods. The implications of the results for structural engineering practice are also discussed. The conclusions point to the success of using Dynamo together with Revit in automating corbel detailing, highlighting gains in time and accuracy. However, limitations are also addressed, such as the need for adaptation to different types of structures. The chapter concludes with suggestions for future research, which could explore expanding the methodology to other structural elements and improving the automation techniques employed.
Description
Keywords
Betão armado BIM Automatização Detalhamento de consolas curtas Detalhamento de betão em BIM Reinforced concrete Automation Short corbel detailing BIM structural design