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Journal : Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT)

Penerapan Building Information Modeling (BIM) Pada Bangunan Gedung Bertingkat Menggunakan Tekla Structures Aditya, Wawan; Purwandito, Meilandy; Fauzia, Arisna
Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v5i2.853

Abstract

Building Information Modeling (BIM) is a digital representation that has transformed the way the construction industry operates through the digitalization and digital data management. This advancement digitalization is also supported by the Ministry of Public Works and Housing (PUPR) through Ministerial Regulation number 22/PRT/M/2018, which mandates the use of BIM methods in the construction of state buildings with more than two floors. The BIM Implementation Policy in PUPR infrastructure development, published by the Research and Development Center for Policy and Technology Application in 2019. The success of construction projects is determined by the accuracy of quality, time, and cost, both in the planning and construction stages. The research object is the multi-story lecture building of the Faculty of Economics at Universitas Samudra. The study was conducted by modeling the building structure using Tekla Structures, then comparing the Bill of Quantity (BOQ) generated by the BIM concept with the BOQ calculated manually. Data were obtained from the planning documents Detail Engineering Design (DED) and BOQ by the Planning Consultant, referring to the SNI 2847:2019 standard Requirements for Structural Concrete for Buildings. The research results show that the comparison of BOQ work using the BIM method on structural components produced a concrete volume of 432.20 m³ (97.26%), a deformed bar weight of 44,138.38 kg (90.49%), and a plain bar weight of 37,023.87 kg (97.09%) of the planned calculation. The differences obtained are due to the different calculation methods in BIM, manual calculation errors (human error), and rebar detailing calculations using general equations.
Implementasi BIM pada Struktur Gedung Laboratorium Terpadu Universitas Samudra Menggunakan Software Revit Anwar, Ahmad; Alamsyah, Wan; Purwandito, Meilandy
Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 1 (2025): Agustus 2025
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v6i1.1096

Abstract

This research applied three working methods, namely 3D modeling, quantity take-off (QTO), and bar bending schedule (BBS). The main objective of this research was to compare the calculation results of the conventional method with the Building Information Modeling (BIM) method in the construction of the Samudra University Integrated Laboratory Building. The implementation of BIM showed significant differences compared to the conventional approach, especially in 3D visual output and cost estimation (5D). The application of BIM facilitated more accurate 3D modeling and faster and more efficient cost estimation. In addition, BIM also improved the construction inspection process as it allowed the checking of work items without the need for manual inspection one by one. The QTO results using BIM (Revit Student Version) show a difference in calculation volume compared to the conventional method. In the concrete work, there had been a difference of 23.27 m³ or 2.08%, while in the screw reinforcement work, there had been a difference of 9,597.69 kg or 10.33%. For plain reinforcement, there had been a difference of 3,497.28 kg or 3.86%, and the total weight of reinforcement had been 13,094.96 kg or 7.14%.