Putra, Ega Marga (2016) Perencanaan Dermaga Batu Bara Kapasitas 10.000 DWT Di Pulau Selayar Sulawesi Selatan. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Dermaga batu bara yang terletak pada pulau Selayar
Sulawesi Selatan merupakan dermaga yang berfungsi sebagai
tempat mobilisasi batu bara untuk pembangkit listrik tenaga
buap.
Dalam proyek akhir dermaga tersebut direncanakan
untuk kapal Bulk Carier kapasitas 10.000 DWT meliputi
perencanaan dimensi dan penulangan elemen struktur pelat dan
balok, perencanaan struktur sandar dan tambat (fender dan
boulder) serta pondasi. Struktur atas dermaga (plat lantai, balok
dan pile cap) menggunakan beton bertulang, cor ditempat
dengan karakteristik mutu beton c f = 30 MPa. Sedangkan
struktur bawah dermaga menggunakan tiang pancang baja.
Posisi pemasangan tiang pancang ini direncanakan sedemikian
rupa agar mampu menahan gaya vertikal dan horisontal. Dalam
perencanaan struktur dermaga ini, sistem struktur dianalisis dengan menggunakan program SAP 2000 dengan model tiga
dimensi. Penulangan struktur dan stabilitas struktur (terhadap
retak dan terhadap pengaruh lendutan) SNI 03-2847-2002 Tata
Cara Perencanaan Struktur Beton Untuk Bangunan Gedung.
Dari hasil perencanaan didapatkan dimensi dermaga
153x29 m2 dan dimensi trestle 550x12 m2. Dimensi balok
melintang dan memanjang dermaga adalah 50cm x 90cm sedang
diameter tiang pancang 914,4 mm dengan tebal 16 mm dan
508mm dengan tebal 9 mm. Dimensi poer dermaga type A
1500mm x 1500mm x 1000 mm,poer dermaga type B 3000mm x
1500mm x 1500mm dan poer di trestle 1000mm x 1000mm x
1000mm. Pada struktur sandar yang dipakai adalah fender tipe
Bridgestone SA 600, struktur tambat yang dipakai dapat
menahan beban tambat hingga 670KN
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Coal Docks is located in Selayar District, South
Sulawesi. Packing plant pier structure designed as a pier to
make the distribution swift and detract cost of marine
transportation.
In this final project is planned for 10.000 DWT ships
encompass planning of dimension and reinforcement of plate and
beam element structure,fender and boulder structure and
foundation. Top structure of pier (floor plate, beam and pile cap)
used reinforced concrete, cast in place with characteristic
quality of concrete f’c = 30 MPa. While bottom structure of pier
used steel piles. Position installation of this piles was plan such a
way as to able to resist vertical and horizontal loads. In this case
of planning about structure of pier, the system of structure is
analyzed by using SAP2000 program with three dimention
model. Reinforcement and stability of the structure (cracking and deflection effect) SNI 03-2847-2002 Tata
Cara Perencanaan Struktur Beton Untuk Bangunan Gedung.
Based on the results, obtained planning for pier
dimensions is 153x29 m2 and trestle dimension is 550x12
m2.. Dimensions of beam transverse and longitudinal are
50cm x 90cm while diameter of pile is 914,4 mm with 16
mm of thickness and diameter 508 mm with 9 mm of
thickness. Dimensions of poer dock type A are 1500mm x
1500mm x 1000 mm,poer dock type B are 3000mm x 1500mm x
1500mm and poer trestle are 1000mm x 1000mm x 1000mm. At
fender structure used fender B-type bridgestone SA 600H. The
boulder structure that used can resist loads up to 670 KN.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 627.31 Put p |
| Uncontrolled Keywords: | Dermaga, Analisa struktur, Konstruksi bangunan |
| Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering > TC357 Harbor Engineering. Piers, quays, and wharves |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22301-(D4) Diploma 4 |
| Depositing User: | ansi aflacha |
| Date Deposited: | 09 Jun 2020 06:32 |
| Last Modified: | 09 Jun 2020 06:32 |
| URI: | http://repository.its.ac.id/id/eprint/76123 |
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