PELAKSANAAN PERAKITAN JEMBATAN RANGKA BAJA DENGAN MENGGUNAKAN METODE CANTILEVER DUA ARAH

FERDIANSYAH, HERY (2010) PELAKSANAAN PERAKITAN JEMBATAN RANGKA BAJA DENGAN MENGGUNAKAN METODE CANTILEVER DUA ARAH. Other thesis, University of Muhammadiyah Malang.

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Abstract

In the method plan of bridge construction, especially in the method plan of steel framework bridge, there are four kinds of setting methods can be used. There are setting up by using perancah, setting up by using cantilever system, setting up by using releasing way, and the combination of the three methods. There are many aspects affect choosing the bridge construction method, one of them is the river characteristic will be through. Another is the providing of assistance devices, and the number of the workers, which will also affect to the length time of the Bridge making. Just as in the method plan of the bridge model of “The Kingdom”, this also competed in the 5th of Kompetisi Jembatan Indonesia in Jakarta. For the competition, construction method used is prototype of the real bridge by using one way releasing. The way of choosing this method means to make the time to be more efficient to finish it. In the plan of this study, the bridge will be build in it’s real scale, which is 60 m in the length, 9 m in the width, and 6 m in the height. The construction method used is cantilever method in two directions. This study means to know how big is the profile dimension of the bridge assistance used and how long and how much the cost needed to make a prefect Bridge. The study hopes to give a big contribution for the planner and the implementer of the bridge structure, especially steel framework bridge when they are about to plan the construction method of a bridge. From the result of plan, it is gotten that the profile of the bridge assistance that used is WF 400.400.15.15 in the thunder of athwart. Whereas for main thunder profile used is WF 350.250.8.12. The time used for the process of bridge assembling into prefect is 24 days and needed cost until Rp. 681.957.800,-.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Rayi Tegar Pamungkas
Date Deposited: 13 Apr 2012 03:30
Last Modified: 13 Apr 2012 03:30
URI: http://eprints.umm.ac.id/id/eprint/2152

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