Hadi, Tegar Fadhlul (2017) Desain Modifikasi Struktur Gedung Apartemen The Royal Olive Residence Jakarta Dengan Balok Beton Prategang. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
The Royal Olive Residence merupakan gedung apartemen yang berada di Jakarta Selatan. Gedung ini direncanakan dengan menggunakan peraturan lama, yaitu SNI 2847:2002 untuk perhitungan struktur beton dan SNI 1726:2002 untuk perencanaan ketahanan gempa.
Gedung 33 lantai dengan sistem ganda ini terdapat ruang serbaguna pada lantai 23, namun pemanfaatannya kurang maksimal karena adanya tiang-tiang kolom yang membatasi ruang tersebut. Maka, untuk memaksimalkan ruang tersebut perlu adanya perencanaan dengan menggunakan beton prategang, sehingga fungsi ruang dapat dimaksimalkan. Penggunaan beton bertulang tidak efisien karena ukuran balok menjadi sangat besar sehingga tidak sesuai dengan segi estetika dan arsitektural. Pada ruang serbaguna gedung ini direncanakan dengan metode prategang dengan sistem pasca-tarik, dimana kabel atau tendon ditarik setelah beton mengeras.
Selain itu, Modifikasi yang dilakukan adalah mengurangi lantai menjadi 24 lantai, sehingga ruang serbaguna yang menggunakan balok beton prategang berada di lantai atas. Modifikasi ini mengacu pada peraturan yang terbaru, yaitu SNI 2847:2013 tentang persyaratan beton struktural untuk bangunan gedung, SNI 1726:2012 tentang tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung, SNI 1727:2013 tentang beban minimum untuk perancangan bangunan gedung dan struktur lain, Peraturan Pembebanan Indonesia untuk Gedung 1983 (PPIUG 1983) serta peraturan mengenai desain balok prategang.
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The Royal Olive Residence is an apartement building located in South Jakarta. This building designed based on old codes, SNI 2847:2002 for the regulation of concrete structure for building and SNI 1726:2002 for the earthquake resistance design.
This 33 stories building with dual systems have a ballroom in story 23. However, the utilization of this ballroom is not optimal due to columns that separated the ballroom. Then, to maximize the function of the ballroom, we need to redesign the ballroom using prestressed beam, so that the function of this ballroom can maximized without columns that separated the ballroom. The use of reinforced concrete is not efficient due to the beam size becomes too large particularly in terms of aesthetics and architectural requirements. This ballroom is planned using prestressed method with post-tension system, that the tendon tensioned after the concrete hardens.
Furthermore, the modification to be made to reduce number of stories become 24 stories, so the ballrom that using prestressed concrete beam located on top floor. This modification based on the newest Indonesian National Standard, SNI 2847:2013 about the requirement of structural concrete for building, SNI 1726:2012 about planning procedures for earthquake resistance building structures, SNI 1727:2013 about minimum loading for planning building and other structures, Indonesia loading regulations for building, 1983 (PPIUG 1983) and the other regulation of designing prestressed concrete beam.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Beton Prategang; Pasca Tarik; Sistem Ganda; Prestressed Concrete; Post Tension; Dual System |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Tegar Fadhlul Hadi |
| Date Deposited: | 30 Mar 2017 02:02 |
| Last Modified: | 30 Mar 2017 02:02 |
| URI: | http://repository.its.ac.id/id/eprint/2436 |
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