Hariyanto, Rissandy Daniar Pratama (2017) Modifikasi Perancangan Dermaga General Cargo Dengan Kapasitas Kapal 10.000 DWT di Kabupaten Sampang, Madura. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Modifikasi desain dermaga General Cargo berada di kabupaten Sampang, Madura. Dermaga General Cargo ini diharapkan dapat menambah wilayah pemberhentian kapal yang juga banyak area pengeboran minyak, selaku pintu gerbang perekonomian di Madura dan Kawasan Timur Indonesia.. Modifikasi perencanaan dermaga ini meninjau dermaga General Cargo yang akan direncanakan di sampang sehingga dapat melayani kapal dengan kapasitas sampai 10.000 DWT.
Dalam Proyek akhir terapan ini, terdapat 2 struktur yang di hitung diantaranya pertama strutur trestle sebagai jembatan penghubung dermaga dan daratan, yang kedua dermaga itu sendiri sebagai penggerak segala kegiatan bongkar muat barang barang curah kering atau general cargo. Struktur bawah direncanakan menggunakan pondasi tiang pancang baja (steel pipe pile) mulai diameter 914mm tebal 19mm di trestle dan 1500mm tebal 22mm pada tiang dermaga.Untuk struktur yang menggunakan beton, dipakai beton mutu f’c = 35 MPa seperti plat dermaga dan mooring dolphin, balok, pilecap dan shear ring menggunakan mutu f’c = 40 MPa
Dari hasil modifikasi desain dermaga General Cargo diperoleh dimensi dermaga sepanjang 160m dan lebar 32m ditambah panajng Trestle 588 m. Dimensi pelat tinggi 35 cm dan 50 cm, untuk balok diantaranya memanjang dan melintang 1000x1300mm, balok tepi 300x500mm , balok anak 400 x 600mm kemudian ada balok listplank 500 x 3000 dimensi pilecap dengan satu pancang 2500m x 2500 x 2100 agar memenuhi persyaratan geser pons. Dermaga menggunakan alat mobile crane untuk bongkar muat dan menggunakan truk trailer dengan kapasitan 45T
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Design modifications of General Cargo jetty is located in Sampang district, Madura. This General Cargo jetty is expected to increase the stopping point of the ship which is contain a lot of oil drilling area, as the gate of economy in Madura and Eastern Indonesia. Design modification of this jetty is to observe the General Cargo which will be planned on sampang so that it can accomodate the ship with a capacity of up to 10,000 DWT.
In this final project, there are two structures that are counted, the first is trestle structure as a bridge connecting the dock and the mainland, the second is jetty itself as the driving force of all loading and unloading activities of dry bulk goods. The bottom structure is planned to use steel pipe pile starting from 914mm diameter 14mm thickness in trestle up to 1016mm thickness 16mm and 19mm at dock pole. For concrete structures, used concrete quality f'c = 35 MPa for dock plate and mooring Dolphin, beam, pilecap and shear ring using f'c = 40 MPa
From the results of design modification obtained dock dimension along the 160m and width of 32m plus lenght of Trestle 588 m. height of plate 35 cm and 50 cm, for horizontal and vertical beam is 1000x1300mm, 300x500mm side beams, 400 x 600mm secondary beams and a listplank block 500 x 3000, dimensions of pilecap with single pile is 2500m x 2500 x 2100. To meet the requirements of pons shear. The dock uses a mobile crane tool for loading and unloading and uses a trailer truck with 45T capacity.
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Dermaga, General Cargo , 10.000 DWT , Trestle |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) |
| Divisions: | Faculty of Vocational |
| Depositing User: | Rissandy DaniarHariyanto Pratama |
| Date Deposited: | 02 Oct 2017 03:49 |
| Last Modified: | 08 Mar 2019 06:18 |
| URI: | http://repository.its.ac.id/id/eprint/45067 |
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