https://doi.org/10.24928/2022/0210

Prefabricated Reinforcement in Construction Using Vdc: Case Study Ovalo Monitor Bridge

Rodrigo Tuesta1, Mark Vicuña2, Alexandre Almeida Del Savio3, Alejandro Palpan4, Erika Valle5 & Felipe Quiroz6

1Student, Civil Engineering Department, Universidad de Lima, Lima, Peru, [email protected], https://orcid.org/0000-0002-8604-907X
2Student, Civil Engineering Department, Universidad de Lima, Lima, Peru, [email protected], https://orcid.org/0000-0002-2286-8754
3Full Professor, Civil Engineering Department, Universidad de Lima, Lima, Peru, [email protected], https://orcid.org/0000-0002-6067-6606
4Project Coordinator, TSC Innovation, Lima, Peru, [email protected]
5Project Coordinator, TSC Innovation, Lima, Peru, [email protected]
6General Manager, TSC Innovation, Lima, Peru, [email protected]

Abstract

In construction projects, there may be rework and delays associated with construction processes with a low level of industrialization, resulting from the lack of constructability of the designs. To promote industrialization and improve the project's constructability, we implemented the Virtual Design & Construction (VDC) methodology, combined with a system of prefabricated reinforcement cages (PRC) elements in constructing an 870- meter span bridge located in Lima, Peru. The objective was to reduce structural rebars' assembly times, replace the traditional on-site processes of cutting, bending, and assembling steel with an industrial process based on systems of PRC steel elements. As a result, the assembly times of the structural item were reduced by 31%, thanks to the use of PRC elements. In addition, due to the VDC methodology, a 100% buildable design of the PRC elements was achieved.

Keywords

VDC, BIM, bridges, industrialized construction, prefabricated reinforcement.

Files

Reference

Tuesta, R. , Vicuña, M. , Savio, A. A. D. , Palpan, A. , Valle, E. & Quiroz, F. 2022. Prefabricated Reinforcement in Construction Using Vdc: Case Study Ovalo Monitor Bridge, Proc. 30th Annual Conference of the International Group for Lean Construction (IGLC) , 1008-1019. doi.org/10.24928/2022/0210

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