Abdillah, Randhi Ernanda and Putra, Ryan Satria Sanjaya (2016) Perencanaan Ulang Jembatan Boncong, Kabupaten Tuban KM. SBY. 144+540 Dengan Menggunakan Beton Konversional. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Jembatan Boncong terletak pada ruas jalan Surabaya –
Semarang STA 34+913 di wilayah Kabupaten Tuban, Desa Boncong
dengan bentang 40 meter dan lebar total jembatan 7 meter. Jembatan
ini awalnya menggunakan jembatan rangka baja kemudian karena
kondisinya yang rusak maka jembatan ini didesain ulang oleh PU.
Disini penulis memodifikasi desain girder jembatan menjadi girder
beton konvensional yang digunakan untuk menggantikan jembatan
rangka baja yang masih digunakan sampai sekarang.
Jembatan Boncong digunakan sebagai objek tugas akhir untuk
memodifikasi desain struktur jembatan meliputi bangunan atas :
Dimensi struktur plat lantai kendaraan beserta pengaman disisi tepi
dan pelebaran desain jembatan dari sebelumnya dengan acuan SNI T
12 2004. Perhitungan bangunan bawah meliputi : pilar abutment
pondasi tiang pancang dan elastomer yang mengacu pada SNI T 12
2005 dan perencanaan perletakan jembatan kementerian PU Pekerjaan Umum 2015 dan pembebanan gempa mengacu pada SNI Gempa 2833
2013 (Jembatan)
Dari hasil perhitungan modifikasi desain struktur Jembatan
Boncong didapatkan hasil berupa tiang sandaran dengan dimensi
200mm x 200mm, plat lantai kendaraan dengan tebal 200mm, girder
beton konvensional 600x1800mm, pilar dengan tinggi 4000 mm
dengan menggunakan pondasi tiang pancang D 600 mm berjumlah 15
buah dan elastomer bearing pad 480 x 380 x 187 mm.
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Boncong bridge is located on the road section of Surabaya -
Semarang STA 34 + 913 district of Tuban, Boncong Village with long
expanse 40 meters and total width of the bridge 7 meters. This bridge
use steel truss then because the condition is broken then the bridge was
redesigned by PU. The author redesign conventionally concrete girder
used to replace steel truss bridges are still in use today.
Boncong bridge is used as the object of final project to modify
the design of the bridge structure includes building the bridge structure
above: Dimensional structure of the vehicle concrete slab along the
edge of the seat side and widening of the bridge design before with
reference to ISO 2004. Calculations T12 substructure includes: pillar
abutment pile foundation and elastomers refers to the SNI T 12, 2005
and planning of the bridge placement Public Works ministry of Public
Works in 2015 and earthquake loading refers to the SNI Earthquake
2833 2013 (bridges) From the calculation of a modified design of the structure
Bridge Boncong is obtained in the form of pole backrest with
dimensions of 200mm x 200mm, the floor plate of vehicles with a
thickness of 200mm, girder conventional concrete 600x1800mm,
pillars with a height of 4000 mm by using a pile foundation D 600 mm
total 15 pieces and elastomeric bearing pad 480 x 380 x 187 mm
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSS 624.2 Abd p |
| Uncontrolled Keywords: | Abutment, elastomer, beraing pad, gelagar beton konversional, jembatan boncong, pilar pondasi tiang pancang D 600 mm |
| Subjects: | T Technology > TG Bridge engineering |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | ansi aflacha |
| Date Deposited: | 14 Sep 2020 07:05 |
| Last Modified: | 14 Sep 2020 07:05 |
| URI: | http://repository.its.ac.id/id/eprint/81901 |
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