Wicaksono, Aziiz Dwi (2017) Modifikasi Perencanaan Gedung Rumah Sakit Umum Daerah (RSUD) Koja Jakarta Menggunakan Struktur Komposit Baja-Beton dengan Base Isolator : High Damping Rubber Bearing (HDRB). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Struktur komposit baja-beton saat ini telah banyak digunakan dalam pembangunan konstruksi sipil. Hal ini dikarenakan struktur komposit baja-beton memiliki keunggulan dibanding dengan struktur beton bertulang biasa, diantaranya yaitu, penghematan berat baja, mengurangi penampang balok baja, meningkatkan kekuatan pelat lantai, meningkatkan kapasitas pemikul beban, menambah bentang pada bentang tertentu. Penggunaan teknologi Base Isolator sebagai peredam gempa juga dinilai sangat penting bagi konstruksi bangunan gedung karena mengurangi gaya gempa yang diterima oleh struktur.
Rumah Sakit Umum Daerah (RSUD) Koja Jakarta pada kondisi sebenarnya dibangun menggunakan struktur beton bertulang biasa dan memiliki 16 lantai. Dalam Tugas Akhir ini, gedung tersebut akan dimodifikasi menggunakan struktur komposit baja-beton dengan Base Isolator : High Damping Rubber Bearing (HDRB) yang pembebanannya mengacu SNI 1727:2013 dan PPIUG 1983. Perencanaan yang dilakukan meliputi perencanaan struktur sekunder, struktur primer, base isolator, sambungan, dan pondasi.
Dari analisa dan perhitungan diperoleh hasil, yaitu: tebal pelat atap 9 cm, pelat lantai 9cm, dimensi balok anak terbesar WF400x200x8x13, dimensi balok induk 500x200x11x19, dimensi kolom terbesar K700x300x13x24 terselubung beton 850x850, base isolator HDRB dengan diameter rubber 750 mm, pondasi menggunakan tiang pancang spun pile diameter 60 cm dengan kedalaman 26 meter. Perhitungan tersebut memenuhi persyaratan keamanan struktur berdasarkan SNI 1726:2012, SNI 1729:2015, SNI 03-1729-2002, dan SNI 2847:2013.
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Composite steel-concrete structure is now widely used in civil construction. This is because the composite structure has many advantages than reinforced concrete structure such as, saving the weight of steel, more efficient of beam cross section, floor stiffness increases, increase the nominal capacity of load. The use of base isolator technology as seismic damper assessed is very important for the construction of buildings, because it can decrease the seismic load that accepted by the structure.
RSUD Koja Jakarta was a 16th level floor bulding with reinforced concrete structure. In this final project, the bulding will be modified using composite steel-concrete structure with Base Isolator : High Damping Rubber Bearing (HDRB) which its load based on SNI 1727:2013 and PPIUG 1983. The design that will discussed are secondary structure, primary structure, base isolator, connection, and the foundation.
From analyzing and calculating, the output from this final project obtained are 9 cm thick plate of roof, 9 cm thick plate of floor, WF400x200x8x13 as the biggest dimension of secondary beams, WF500x200x11x19 as the dimension of main beams, the biggest column using K700x300x13x24 encased 850x850 concrete section, base isolator HDRB using 750 mm diameter of rubber, The foundation using spun pile with 60 cm diameter and 26 meter depth that start from the surface. That calculations based on SNI 1726:2012, SNI 1729:2015, SNI 03-1729-2002, and SNI 2847:2013 which are qualified as a structure security requirement.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Struktur Komposit Baja-Beton, Rumah Sakit, Base Isolator, High Damping Rubber Bearing, Composites Steel-Concrete Structure, Hospital |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA418.9 Composite materials. Laminated materials. 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: | Aziiz Dwi Wicaksono |
| Date Deposited: | 14 Sep 2017 07:35 |
| Last Modified: | 06 Mar 2019 02:34 |
| URI: | http://repository.its.ac.id/id/eprint/43545 |
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