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ITS » Undergraduate Theses » Teknik Sipil
Posted by taujack@its.ac.id at 29/04/2011 13:15:50  •  1595 Views


MODIFIKASI GEDUNG TENGAH RUMAH SAKIT PENDIDIKAN UNIVERSITAS AIRLANGGA KAMPUS C DENGAN MENGGUNAKAN BALOK PRATEKAN

MODIFICATION MIDDLE BUILDING OF TEACHING HOSPITAL AIRLANGGA UNIVERSITY CAMPUS C WITH PRESTRESS BEAM

Author :
HARIYOKO, DWI SUWITO  ( 3106100058 )




ABSTRAK

Rumah Sakit Pendidikan Unair merupakan sebuah gedung rumah sakit yang terdiri dari 8 lantai dan terletak di kawasan Mulyorejo Sukolilo Surabaya yang berada pada Zona Gempa 2. Pada Tugas Akhir ini akan dilakukan modifikasi dengan desain arsitektural yang istimewa untuk memaksimalkan fungsi ruang yaitu pada lantai dasar akan dibuat lobby yang luas tanpa kolom dan pada lantai 8 akan dibuat rungan seminar akademik sedangkan pada lantai lainnya digunakan sebagai ruangan tunggu. Dalam perancangan strukturnya digunakan sistem struktur Sistem Rangka Pemikul Momen Menengah SRPMM sesuai dengan peraturan SNI 03 -2847 2002. Sebagai solusi dari adanya ruangan yang luas tanpa kolom maka digunakan struktur balok pratekan dengan sistem pracetak. Oleh karena itu dibutuhkan struktur konsol pendek sebagai tumpuannya. Struktur konsol pendek dirancang dengan metode SNI 03 -2847 2002. Tulisan ini akan membahas secara lengkap perancangan struktur Rumah Sakit Pendidikan Unair mulai dari elemen struktur sekunder maupun utama sehingga akan dihasilkan perancangan yang berisi gambar dan spesifikasi struktur gedung tersebut sesuai dengan persyaratan yang telah disyaratkan oleh SNI 03 -2847 2002. Selain itu tugas akhir ini juga berisi tentang metode pelaksanaan di lapangan khususnya untuk tahapan pelaksanaan balok beton pratekan pracetak.


ABSTRACT

Airlangga University teaching hospital is a hospital that consist of eight floors and located in the region Mulyorejo Surabaya and it is located in the Earthquake Zone 2. In this final project modifications will be made with a special architectural design to maximize the space function that is on the ground floor lobby area will be made without the column and on the eighth floor will be created struggle of academic seminars while the other floors are used as a waiting room. Structure used in the design structure system Intermediate Moment Resisting Frame SRPMM in accordance with the regulations SNI 03 -2847 - 2002. As a solution of the large room without columns it is using prestressed beam structure with a precast system. Therefore it needs a short console as pedestal structure. The structure is designed with the method of SNI 03 -2847 - 2002 . This paper will discuss the complete design of the structure of the teaching hospital Airlangga University ranging from primary and secondary structural elements that will be generated containing the design drawings and specifications of the building structure in accordance with the conditions required by SNI 03 -2847 - 2002. In addition this final project also contains about the method of execution in the field especially for the phase of precast prestressed concrete beams.



KeywordsSRPMM; Balok pratekan; Pracetak
 
Subject:  Teknik Bangunan
Contributor
  1. Prof. Dr. Ir. I Gusti Putu Raka
  2. Dr. Techn Pujo Aji, ST. , MT.
Date Create: 29/04/2011
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-3100010041250
Collection ID: 3100010041250
Call Number: RSS 690.551 Har m


Source
Undergraduate Thesis, Civil Engineering, RSS 690.551 Har m, 2010

Coverage
ITS Community

Rights
Copyright @2011 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




[ Download - Open Access ]

  1.  ITS-Undergraduate-14386-3106100058-Abstract_id.pdf - 175 KB
  2.  ITS-Undergraduate-14386-3106100058-Abstract_en.pdf - 176 KB
  3.  ITS-Undergraduate-14386-3106100058-Conclusion.pdf - 182 KB




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