Zulkarnaen, Gifari (2016) Desain Dan Perancangan Sistem Lantai Beton Pracetak Integral Untuk Pembangunan Cepat Gedung Bertingkat Tahan Gempa. Undergraduate thesis, Institut Teknologi Sepuluh Nopember Surabaya.
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Abstract
Berkembang pesatnya pembangunan gedung bertingkat di Indonesia menuntut pengembangan teknologi yang mendukungnya, salah satunya beton pracetak yang memiliki kualitas kontrol tinggi serta pelaksanaan yang cepat dan bersih. Di lain sisi, telah dikembangkan sistem lantai integral, yaitu modular pabrikasi dengan material baja berupa balok, slab, finishing, dan utilitas menjadi satu kesatuan modular, sehingga meningkatkan kecepatan pembangunan gedung bertingkat secara signifikan. Namun karena industri beton masih lebih populer daripada industri baja di Indonesia, perlu adanya desain dan perancangan sistem lantai beton pracetak integral pada pembangunan cepat gedung bertingkat tahan gempa. Konsep sistem lantai beton pracetak integral yaitu modular yang mampu mendukung desain universal dalam grid 4x4m terdiri dari komponen-komponen struktur tipikal dengan sambungan mekanis. Rancangan struktur menggunakan 30 lantai sistem ganda pada gempa maksimum dan tanah lunak. Modular lantai integral dibagi menjadi dua jenis yaitu normal dan didimensi 4x4 m meliputi pelat waffle setebal 10 cm, balok grid 10x25 cm melintang dua arah
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masing-masing dua buah dan balok induk 30x50 cm pada dua sisi. Modular kolom dibagi ke dalam tiga jenis setiap sepuluh lantai, mulai dari ukuran 80x80 cm, 60x60 cm dan 40x40 cm. Seluruh sambungan antar modular menggunakan sambungan mekanis, yaitu korbel pada balok grid-balok induk, kopler tulangan pada balok-kolom, dan column shoe pada antar kolom. Metode pelaksanaan meliputi fabrikasi modular di pabrik, penanganan termasuk transportasi dari pabrik ke lokasi proyek dan ereksi modular di pabrik maupun di lokasi proyek, perakitan modular di lokasi proyek, dan finishing
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The rapidly growth of the construction of buildings in Indonesia requires the development of technologies supporting it, include precast concrete which has high quality control as well as the clean and rapid implementation.. On the other hand, it has been developed an integral floor systems, a manufactured steel modular consists of beams, slabs, finishing, and utilities merged into a single modular, thus increasing the speed of construction of multi-storey buildings significantly. However, due to the concrete industry is still more popular than the steel industry in Indonesia, the need for design and design of precast concrete floor systems integral to the rapid development of multi-storey buildings earthquake resistant. The concept of precast concrete floor systems are modular integral capable of supporting universal design in a 4x4m grid consists of structural components typical of mechanical connection. The design of 30-storey structure using dual system at maximum earthquake and soft ground. Modular integral floor is divided into two types: normal and near shear wall which has 4x4 m dimension includes 10 cm waffle slab, 10x25 cm grid beams transverse two directions
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respectively two and beam 30x50 cm on two of four sides. Modular column is divided into three types of every ten floors, ranging from the size of 80x80 cm, 60x60 cm and 40x40 cm. The whole connection between the modular use of a mechanical connection, which is the corbel on the beambeam grid, couplers reinforcement in the beam-column, and the column shoe in between columns. Methods of execution include modular fabrication in the factory, including the handling of transportation from the factory to the construction site and erection of modular factory or at the building site, the modular assembly at the project site, and finishing
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 624.183 414 Zul d-1 |
| Uncontrolled Keywords: | Lantai Integral, Beton Pracetak, Pembangunan Cepat, Gedung Bertingkat, Struktur Tahan Gempa |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction. |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | EKO BUDI RAHARJO |
| Date Deposited: | 15 Apr 2020 01:31 |
| Last Modified: | 15 Apr 2020 01:31 |
| URI: | http://repository.its.ac.id/id/eprint/75785 |
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