Ardiansyah, Eddo Bagus (2017) Desain Struktur Gedung Holland Park Condotel Batu – Malang Dengan Menggunakan Metode Dual System Dan Metode Pelaksanaan Pekerjaan Balok Dan Plat. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Gedung Holland Park Condotel terletak di Kota Batu-Malang dengan luas bangunan sebesar ± 953,68 m2 dengan ketinggian 31,2 m. Gedung ini di termasuk dalam kategori desain seismic kelas D, sehinggga analisa strukturnya didesain dengan menggunakan metode Dual System ( SRPMK dan dinding geser ), bangunan ini direncanakan sesuai desain gempa 2500 tahun dengan desain gempa menggunakan analisis respon spektrum yang mengacu pada SNI 1726-2012 “ Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Non Gedung “.
Gedung Holland Park Condotel Batu-Malang direncanakan menggunakan struktur utama (balok induk, kolom dan dinding geser) dan struktur sekunder (pelat, tangga, dan balok sekunder) menggunakan beton bertulang yang mengacu pada peraturan standart desain yang berlaku di Indonesia, yaitu SNI 2847-2013 “Tentang Persyaratan Beton Struktural Untuk Bangunan Gedung”, SNI 1727-2013 “ Tentang Beban Minimum Untuk Perancangan Bangunan Gedung Dan Struktur Lain”, SNI 1726-2012 “Tentang Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Non Gedung”. Metode pelaksanan yang diguakan dalam tugas akhir ini yaitu metode pelaksanaan pekerjaan balok dan plat yang meliputi tahapan persiapan, pengukuran, pekerjaan bekisting, fabrikasi tulangan, installing tulangan, pengecoran, curing/perawatan dan pembongkaran bekisting.
Dari hasil analisa dan perhitungan struktur dihasilkan tebal pelat lantai 12 cm, tebal pelat bordes dan tangga 15 cm, dimensi balok sekunder 30/45, balok induk 35/65, kolom 60/60, dan tebal dinding geser 30 cm. Untuk hasil dari metode pelaksanaan pekerjaan balok dan pelat dihasilkan durasi waktu untuk pengerjaan 1 zona dengan volume balok 27,2991 m3 dan pelat sebesar 24,561 m3 mulai dari pengerjaan pengukuran sampai pembongkaran bekisting adalah 4,31 hari.
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Holland Park Condotel building is located in Batu-Malang City with building area of ± 953,68 m2 with height 31,2 m. The building is included in the category of class D seismic design, so the structure analysis is designed using Dual System method (SRPMK and Shearwall), this building is planned according to earthquake design 2500 years with earthquake design using spectrum response analysis referring to SNI 1726-2012 " Earthquake Resistance Planning Procedure for Building Structure And Non Building ".
The Holland Park Condotel building in Batu-Malang is planned to use the main structure (main beam, column and shearwall) and secondary structure (plate, stair, secondary beam) using reinforced concrete refers to the standard design rules applicable at Indonesia, which is SNI 2847-2013 "About Structural Concrete Requirements for Building Buildings", SNI 1727-2013 "About Minimum Expenses for Building Design And Other Structures", SNI 1726-2012 "About Procedure of Earthquake Resistance Planning For Building Structure And Building Non Building ". The method used in this final project is the method of performing the work of beams and plates which includes the stages of preparation, measurement, formwork work, reinforcement fabrication, reinforcement installations, casting, curing/ maintenance and demolition formwork.
From the result of structure analysis and calculation obtained 12 cm thickness of floor slab, 15 cm thickness of stair slab, secondary beam dimension 30/45, primary beam dimension 35/65, Column dimension 60/60, and 30 cm thickness of shearwall. For the results of the construction method of beams and plates obatained that duration for 1 zone with the volume of beam 27.2991 m3 and plate of 24.561 m3 starting from marking until demolition formwork is 4.31 days.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSIS Ard d-1 |
| Uncontrolled Keywords: | Kata Kunci : Dual System (SRPMK dan dinding geser), analisis respon spectrum, metode pelaksanaan. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22301-(D4) Diploma 4 |
| Depositing User: | Eddo Bagus Ardiansyah |
| Date Deposited: | 02 Feb 2018 02:27 |
| Last Modified: | 08 Mar 2019 02:35 |
| URI: | http://repository.its.ac.id/id/eprint/44831 |
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