Aulia, Mohamad Fikri (2017) Perencanaan Struktur, Waktu, Dan Biaya Gedung Terminal Bandarudara Internasional Jawa Barat Dengan Metode Beton Pracetak Pada Balok Dan Pelat. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Metode pracetak (precast) memiliki beberapa kelebihan dibandingkan metode cor setempat (cast in site). Kelebihan tersebut antara lain adalah pada metode pracetak (precast) waktu pengerjaan yang relatif singkat, proses produksinya tidak tergantung cuaca, hemat bekisting dan penopang bekisting, tidak memerlukan perlakuan khusus, serta praktis dan cepat dalam pelaksanaanya sehingga berpotensi untuk dapat mereduksi durasi proyek.
Terminal Bandarudara Internasional Jawa Barat Majalengka pada gambar konstruksi dibangun dengan menggunakan struktur beton bertulang biasa dan memiliki 3 lantai. Dalam Tugas Akhir ini, gedung tersebut akan direncanakan dengan menggunakan metode beton pracetak pada balok dan pelat. Data untuk menganalisa meliputi data kondisi umum proyek, data perencanaan struktur, SNI, For Constraction Drawing dan Time Schedule.
Untuk analisa perhitungan tersebut dimulai dari menghitung struktur, kuantitas pekerjaan, produktifitas, durasi tiap pekerjaan berdasarkan perhitungan kuantitas pekerjaan. Setelah mendapat nilai durasi dilanjutkan untuk penyusunan jadwal setiap pekerjaan yang dilakukan dengan menggunakan alat bantu Microsoft Project.
Sedangkan analisa perhitungan rencana anggaran biaya pelaksanaan didapat dari kuantitas pekerjaan dan harga satuan pekerjaan. Berdasarkan hasil analisa tersebut diperoleh rencana biaya pelaksanaan untuk struktur beton pada proyek ini sebesar Rp.99.534.700.00 (Sembilan Puluh Sembilan Milyar Lima Ratus Tiga Puluh Empat Juta Tujuh Ratu Ribu Rupiah) dengan waktu pelaksanaan pembangunan proyek selama 183 hari kerja.
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Precast method has more advantages than cast in site method. The advantages of precast method is that the construction time take less time, production process did not depend on weather, saves formwork support, did not need special treatment, and also practical and fast in construction so that it could reduce the duration of the project and automatically reduce the cost.
West Java Majalengka Internasional Airport Terminal in its construction plan is build with conventional reinforced concrete and has 3-stories. In this final project, the building will be planned with precast concrete method in its beam and slab. The data needed includes project’s general condition, structural construction data, SNI, For Construction Drawing and Time Schedule of the project.
To analyze those, it is started by calculating the structure, volume, and duration for each work based on it volume calculation. After getting the duration value, the productivity value will also be received for each work from coefficient value. The result of the calculation is taken further to compile the schedule for every work done with the help of Microsoft Project.
Meanwhile, the analysis of cost planning calculation comes from the volume and the each work’s unit price. Based on those analysis, the cost planning of structural concrete construction for this building is estimated to be Rp99.534.700.00 (Ninety One Billion Five Hundred Thirty Four Million Seven Hundred Thousand Rupiah) with estimated construction time of 183 working days.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Pracetak, Struktur, Waktu, Biaya, Metode Pelaksanaan |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Mohamad Fikri Aulia |
| Date Deposited: | 21 Nov 2017 02:22 |
| Last Modified: | 08 Mar 2019 03:32 |
| URI: | http://repository.its.ac.id/id/eprint/45338 |
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