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ITS » Undergraduate Theses » Teknik Sipil
Posted by dewi007 at 02/06/2009 16:05:44  •  6802 Views


PERHITUNGAN KEKUATAN ABUTMEN JEMBATAN SEMIINTEGRAL BENTANG 15 M DAN 20 M DENGAN VARIASI TINGGI ABUTMEN DAN JENIS TANAH

CALCULATION ABUTMENT STRENGHT OF SEMIINTEGRAL BRIDGE 15 AND 20 M SPANS WITH VARIOUS HEIGHT AND SOIL KIND

Author :
Afianto, Wignyo 




ABSTRAK

Konstruksi jembatan saat ini semakin pesat. Pada umumnya semua jenis jembatan yang pernah dibangun adalah jenis jembatan yang memerlukan joint antar bentangnya selanjutnya disebut jembatan konvensional. Pada jenis jembatan ini ditemukan beberapa kelemahan yang terus dicari solusinya. Di antara kelemahan jembatan konvensional adalah terjadinya leakage dari air hujan menuju bearing hal ini menyebabkan korosi pada bearing. Kedua join pada jembatan konvensional menjadikan pengguna jalan khususnya pengendara sepedamotor menjadi tidak nyaman ketika lewat di atas join. Dari kelemahan yang pertama menyebabkan biaya perawatan dan perbaikan komponen bearing menjadi mahal. Untuk itu kini di luar negeri banyak dibangun jembatan dengan tipe semi-integral. Akan tetapi di Indonesia karena belum banyaknya studi tentang jembatan jenis ini maka perlu banyak diadakan studi berkenaan dengan perencanaan yang meliputi struktur atas superstructure dan struktur bawah substructure dengan memperhatikan variasi tinggi abutment dan jenis tanah. Perencanaan jembatan dengan tipe semi-integral pada dasarnya sama dengan jembatan konvensional meski ada sedikit perbedaan. Pembebanan jembatan dapat dihitung dengan berpedoman pada BMS sama seperti pada perencanaan jembatan konvensional. Sedangkan pada permodelan struktur struktur atas dan struktur bawah dianalisa sebagai satu kesatuan. Dan beban lateral dibebankan kepada timbunan di belakang abutment. Tujuan tugas akhir ini adalah merencanakan detail komponen jembatan semi-integral yang meliputi detail tulangan linkslab tulangan abutment detail pondasi dengan menggunakan standard balok T sebagai girder jembatan semi-integral.


ABSTRACT

Recently bridge construction grow fast. Commonly all kind of bridge had been built was a such type bridge that need joint on the spanas known as conventional bridge. In conventional bridge there were found several weaknesses while the solution still in progress..The weaknesses are a leakage from the rain usually make the bearing pad become corrosion . The second weakness joint at conventional bridge made the user feel uncomfortable whenever they through on it especially motorcycle driver. From the first weaknesses will caused highly cost on maintenance and fixing for bearing. Therefore in foreign countries they built semi-integral type. Meanwhile in Indonesia because there are still few research on this type of bridge therefore study semi-integral bridge include planning of the superstructure and substructure with various height abutment and soil type were highly recommended on this research Planning bridge with semi-intgral type basically are same with conventional bridge although there was a little differences. The loads of bridge can be calculate with BMS same as planning for conventional bridge. Otherwise on the modeling structure the superstructure and substructure was analyzed as unity or continous slab and backwall. Lateral force was applied into oprit on the backwall. The main goal of this final project is planning the detail component of semi-integral bridge including the detail of linkslab detail of abutment detail of foundation with standard T girder as the superstructure of semi-integral bridge.



KeywordsAbutment; Pile; bearing
 
Subject:  Jembatan
Contributor
  1. Ir. Suwarno , M. Eng
    Supani, ST.MT.
Date Create: 02/06/2009
Type: Text
Format: pdf.
Language: Indonesian
Identifier: ITS-Undergraduate-3100009034591
Collection ID: 3100009034591
Call Number: RSS 624.2 Afi p


Source
Undergraduate Theses of Civil Engineering, RSS 624.2 Afi p, 2009

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