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THE INFLUENCE OF IMPLEMENTING MODULAR CONSTRUCTION METHODS ON TIME AND COST EFFICIENCY IN BUILDING CONSTRUCTION PROJECTS Fahlevi, Riza; Manurung, Edison Hatoguan; Purba, Agus
International Journal of Multidisciplinary Research and Literature Vol. 4 No. 1 (2025): INTERNATIONAL JOURNAL OF MULTIDISCIPLINARY RESEARCH AND LITERATURE
Publisher : Yayasan Education and Social Center

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53067/ijomral.v4i1.296

Abstract

This study aims to analyze the effect of implementing the modular construction method on time and cost efficiency in building construction projects. The technique used in this study is a quantitative approach with data collection through documentation research and interviews with project managers, contractors, and technical teams. The study's results indicate that implementing the modular construction method can save project time by around 20% to 28% and costs by 20% to 24%. These savings are obtained by reducing work time on-site and carrying out several jobs off-site parallel. However, the main challenges are higher initial costs and difficulties adapting modular designs to local conditions. Limited knowledge of this method among contractors is also an obstacle to its implementation. In conclusion, the modular construction method can increase time and cost efficiency in construction projects, but training and increased knowledge are needed for its implementation to be more optimal
Studi Perencanaan Pondasi Sumuran Pada Pembangunan Gedung Bertingkat Tinggi (Perbandingan Antara Pondasi Tiang Pancang dan Pondasi Sumuran) Simalango, Soaloon Prima; Purba, Agus; Sawito, Kasimir
Jurnal Rekayasa Konstruksi Mekanika Sipil Vol 4 No 1 (2021): Volume 4 Nomor 1 Tahun 2021
Publisher : Fakultas Teknik Universitas Katolik Santo Thomas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54367/jrkms.v4i1.1226

Abstract

Penelitian ini bertujuan untuk memberi sebuah deskripsi alternatif perencanaan struktur pondasi memakai struktur pondasi sumuran. Penelitian ini menggunakan metode studi literatur yang mana bermaksud menghimpun data dari beberapa sumber referensi, dilanjutkan dengan menghimpun data teknis gedung, serta survei langsung untuk melihat keadaan lapangan. Diperoleh bahwa beban yang harus ditahan < daya dukung pondasi sumuran, sehingga pondasi sumuran sesuai penggunaan. Tipe 1 diketahui Qa = 313,323 ton > Pu = 245,071 ton, tipe 2 diketahui Qa = 200,363 ton > Pu = 125,424 ton, dan tipe 3 diketahui Qa = 200,735 ton > Pu = 19,296 ton. Terhadap hitungan penulangan pile cap pada tulangan tarik memakai tulangan D19 – 200 dan tulangan tekan memakai tulangan D10 – 250, adapun sumuran memakai tulangan spiral Ø 10 – 50 dan tulangan pokok 28 D 25. Tipe pondasi 1 dipakai pada penulangan pondasi sumuran. Sesuai hasil perhitungan, dipakai tulangan pokok, diameter pondasi, jarak antar tulangan pokok, diameter tulangan spiral, jumlah tulangan pokok dan jarak tulangan spiral satu tipe yakni diameter 1 meter. Pada tulangan spiral Ø 10–50 dan tulangan pokok 28 D 25. Ini disebabkan pendistribusian tegangan beban yang harus diterima tiang sumuran dari hasil perhitungan jika dilakukan perencanaan tulangan dan dimensi sama, sesuai penggunaan.