Article Sidebar

Submitted
17 October 2016
Published
10 February 2018
Download
PDF
Statistic
Read Counter : 622 Download : 5567

Main Article Content

Abstract

The Bridge is one of the infrastructure buildings that support social, economic and industrial growth of a region. Jurang Gempal Bridge in Wonogiri is the main highway access that connects the Solo-Wonogiri Road. The main material of that bridge is steel which has corrosive prone nature so that need a routine maintenance. In contrast to steel, concrete material is easier to maintain and better to reduce shocks. Therefore, this research will be use concrete material that is PCU Girder and PCI Girder on the upper structure of the bridge.The research aims to compare the results of the design related to required total Girder area, number of tendons and reinforcement of the bridge designed with PCU Girder and PCI Girder from the Binamarga Office of Central Java. Research begins by surveying the location of the bridge, collecting the data, then designing and comparing the bridge upper structure design with both the PCU Girder and PCI Girder. The research shows that the design of PCU Girder bridge requires less girder than the PCI Girder, but the total area of the Girder is 36% greater than PCI Girder. Likewise, the need of tendons, moment, and shear reinforcement of PCU Girder bridge is more than the PCI Girder bridge.

Keywords

bridge reinforcement tendon PCU Girder PCI Girder

Article Details

License

Under the following term:

  • Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.

  • ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.

  • No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
How to Cite
Putra, B. P., Muntafi, Y., & Suharyatmo, S. (2018). STUDI PERBANDINGAN PENGGUNAAN PCU GIRDER DAN PCI GIRDER PADA STRUKTUR ATAS JEMBATAN JURANG GEMPAL, WONOGIRI. Teknisia, 22(1), 334–347. Retrieved from https://journal.uii.ac.id/teknisia/article/view/6575
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. Aboe, A. Kadir., (2006), Beton Prategang.
  2. Yogyakarta: Andi Offset.
  3. Annur, D.F., dan Tarigan, J., (2013). Perencanaan Precast Concrete I Girder pada Jembatan Prestressed Post-tension dengan Bantuan Program Microsoft Office Excel, Jurnal Teknik Sipil USU, Vol 2, No 2 (2013), ISSN: 2303-0127.
  4. BAKOSURTANAL, (2005), Pengertian, Fungsi dan Jenuis Peta. (Online), (http://farid-rizky.blogspot.co.id/2012/12/pengertian-fungsi-dan-jenis-peta.html, Diakses 20 Desember 2015)
  5. Direktorat Jenderal Bina Marga, (2004), Peraturan Perencanaan Struktur Beton Untuk Jembatan RSNIT-12-2004. Badan Standardisasi Nasional. Jakarta.
  6. Direktorat Jenderal Bina Marga, (2005), Standar Pembebanan untuk Jembatan RSNIT-02-2005. Badan Standardisasi Nasional. Jakarta
  7. Direktorat Jenderal Bina Marga, (2008), Standar Perencanaan Gempa untuk Jembatan SNI 2833:2008. Badan Standardisasi Nasional. Jakarta.
  8. Febrianto, Andri, (2015), Perencanaan Fly over Jombor Menggunakan Struktur Beton Prategang Jenis PCI Girder (Prestressed Concrete I Girder). Perencanaan, tidak dipublikasikan. Yogyakarta :Universitas Islam Indonesia.
  9. Lin T.Y., Burns Ned H., (2000), Disain Struktur Beton Prategang jilid 1 dan 2 terjemahan Mediana Sianipar. Interaksara.
  10. Masnul, C.R., (2009), Analisa Prestress (Post-Tension) pada Precast Concrete U Girder “Studi Kasus Pada Jembatan Flyover Amplasâ€.Perencanaan,tidak dipublikasikan. Sumatra Utara: Universitas Sumatra Utara
  11. Supriyadi, B., dan Muntohar, A.S., (2007), Jembatan. Yogyakarta: Beta Offset.
  12. Taylor, Dena dan Margaret Procter. (2010), “The Literature Review: A Few Tips on Conducting Itâ€. Toronto: University Toronto Writing Center.