Prokons: Jurnal Teknik Sipil
Vol. 8 No. 2 Agustus 2014

PERBANDINGAN ERECTION RANGKA BAJA JEMBATAN DENGAN MENGGUNAKAN MAST CRANE DAN TOWER CRANE PADA PROYEK JEMBATAN TRISULA BLITAR

Agnes Hanna Patty, Armin Naibaho, Singgih Fitra Utama, (Unknown)

Article Info

Publish Date
31 Aug 2014

Abstract

At Trisula bridge project Blitar, Mast Crane (MC) ?was used for the erection of steel frame bridge while Tower Crane? (TC) was an alternative for the implementation of structure work. The purpose of the study is compare the two? cranes in terms of time and cost. The bridge is of 70 m span; the maximum length of MC can reach is of 3 m and TC is of 40 m. The data of daily, weekly, and monthly report and the 18-week planned S ? Curve were needed to find out the implementation time. The implementation cost was calculated from the setting cost of S ? Curve at IDR 739.883.800,00. Pylon method was ratio of maximum strand force 0,914 for MC and 0,924 for TC.The calculations result in 283,065 hours of MC use at IDR 739.883.800,00. And 161,219 hours of TC use at IDR 1.056.436.000,00.Keywords: comparison, erection, frame.

Copyrights © 2014




Citation Download
RIS
EndNote, Reference Manager, ProCite
BibTex
Latex, Jabref
Original Source
Download Original
Google Scholar
Check in Google Scholar
Journal Info
Prokons: Jurnal Teknik Sipil
Website

Abbrev

PROKONS

Publisher

Politeknik Negeri Malang

Subject

Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Materials Science & Nanotechnology

Description

Jurnal Teknik Sipil (PROKONS), Terbit dua kali dalam setahun. PROKONS menerbitkan artikel penelitian yaitu penelitian asli teoretis dan eksperimental yang mengeksplorasi atau mengeksploitasi ide-ide dan teknik baru di empat bidang utama: teknik struktural, geomekanik, manajemen proyek konstruksi dan ...