Setyawan, Tri Loka Indra and Azhara, Ian (2017) Modifikasi Desain Struktur Jembatan Gondang Sta. 49+553 Proyek Tol Solo-Ngawi-Kertosono, Ruas Solo-Ngawi Paket Sn 1b Sragen, Jawa Tengah Dengan Menggunakan Balok Beton Konvensional. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Jembatan Gondang terletak di Kabupaten Sragen yang melewati Sungai Gondang yang masuk dalam Proyek Jalan Tol Solo-Ngawi-Kertosono Ruas Solo-Ngawi. Jembatan ini memiliki panjang 30,8 m dengan lebar 20,52 m yang didesain tanpa trotoar, dan tergolong jembatan dengan bentang pendek.
Jembatan ini melintasi sungai Gondang dengan kedalaman ± 7 meter dari lantai kendaraan jembatan terhadap elevasi dasar sungai. Jembatan ini awalnya menggunakan balok precast pada struktur girder. Penulis memodifikasi desain girder jembatan menjadi balok konvensional.
Jembatan Gondang digunakan sebagai objek tugas akhir untuk memodifikasi desain struktur jembatan meliputi bangunan atas : Dimensi struktur plat lantai kendaraan beserta pengaman disisi tepi dan pelebaran desain jembatan dari sebelumnya dengan acuan SNI-T-12-2004.
Perhitungan bangunan bawah meliputi : pilar, abutment, pondasi bored pile dan elastomer yang mengacu pada SNI T-12-2005 dan perencanaan perletakan jembatan kementerian PU Pekerjaan Umum 2015 dan pembebanan gempa mengacu pada SNI Gempa 2833 2013 (Jembatan).
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Gondang Bridge is located in Sragen regency passing through Gondang River which is included in the Solo-Ngawi-Kertosono Solo-Ngawi Toll Road Project. This bridge has 30.8 m length and 20.52 m width which is designed without sidewalks, and is classified as a bridge with short spans.
This bridge across the river Gondang with a depth of ± 7 meters from the floor of the vehicle bridge against the river floor elevation. This bridge initially uses precast beams on the girder structure. The author modifies the design of the bridge girder into a conventional beam.
Gondang Bridge is used as the final task object to modify the design of the top bridge structure of the building, such as: Dimension of floor plate structure of the vehicle along with side edge protection and widening of bridge design from previous with reference of SNI-T-12-2004.
The calculations of the lower buildings include: pillars, abutment, bored pile foundations and elastomer referring to SNI T-12-2005 and planning of bridge placement of Public Works Ministry's 2015 ministries and earthquake loading based on SNI 2833 2013 (Bridge).
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Abutment, elastomer, balok konvensional, bored pile, Jembatan Gondang |
| Subjects: | T Technology > TG Bridge engineering |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | Tri Loka Indra Setyawan |
| Date Deposited: | 04 Dec 2017 02:55 |
| Last Modified: | 06 Mar 2019 04:38 |
| URI: | http://repository.its.ac.id/id/eprint/43994 |
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