Suspension Bridges
- Suspension Bridges
- Cable-Stayed Bridge
- Arch Bridge
- Truss Bridge
- Box Girder Bridge
- Girder Bridge
- Rigid Frame Bridge
- Pedestrian Bridge
Osman Gazi Bridge (Izmit Bay Crossing Bridge)
| Client | General Directorate of Highways, Ministry of Public Works and Settlement, Turkey |
|---|---|
| Bridge type | Suspension Bridge |
| Erection method | Vertical Hanging Method |
| Completed in | 2016 |
| Location | Gulf of Izmit, Republic of Turkey |
2016 Japan Society of Civil Engineers Tanaka Award winning.
Carquinez Bridge (Alfred Zampa Memorial Bridge)
| Client | Caltrans (California Department of Transportation) |
|---|---|
| Bridge type | Suspension Bridge |
| Erection method | Vertical Hanging Method |
| Completed in | 2003 |
| Location | California, U. S. A. |
Feature:80% partial joint penetration welds at the deck / flange plates and trough rib were successfully achieved.
Irtysh River Bridge
| Client | East Kazakhstan Oblast Akim |
|---|---|
| Bridge type | Suspension Bridge |
| Erection method | Vertical Hanging Method |
| Completed in | 2000 |
| Location | Semipalatinsk, Kazakhstan |
2001 Japan Society of Civil Engineers Tanaka Award winning.
The IRTYSH River Bridge is the longest suspension bridge in the CIS countries. Various technical design and construction challenges were overcome to meet the unique requirements dictated by the severe climatic conditions.
Akinada Bridge
| Client | Hiroshima Prefectural Road Public Corp. |
|---|---|
| Bridge type | Suspension Bridges |
| Erection method | Assembled Large Block Erection Method by Floating Crane |
| Completed in | 1999 |
| Location | Hiroshima Prefecture, Japan |
1999 Japan Society of Civil Engineers Tanaka Award winning.
Akashi-Kaikyo Bridge
| Client | Honshu-Shikoku Bridge Authority |
|---|---|
| Bridge type | Suspension Bridge |
| Erection method | Vertical Hanging Method |
| Completed in | 1997 |
| Location | Hyogo Prefecture, Japan (Kobe-Awaji-Naruto Expressway) |
1997 Japan Society of Civil Engineers Tanaka Award winning.
Construction of the tower required very tight tolerance at a micron level to ensure the specified performance and service life. These tower blocks were fabricated at the KURE SINGU works, and were of the highest quality. In addition, the tower used to construct the blocks was also manufactured by IHI.
Hakucho Bridge
| Client | Hokkaido Regional Development Bureau |
|---|---|
| Bridge type | Suspension Bridge |
| Erection method | Assembled Large Block Erection Method by Floating Crane |
| Completed in | 1996 |
| Location | Muroran City, Hokkaido, Japan |
1998 Japan Society of Civil Engineers Tanaka Award winning.
- 40m of Shipping Clearance.
- Swing method was adopted in erecting stiffening girder.
Fatih Sultan Mehmet Bridge (2nd Bosphorus Bridge)
| Client | General Directorate of Highways, Ministry of Public Works and Settlement, Turkey |
|---|---|
| Bridge type | Suspension Bridge |
| Erection method | Vertical Hanging Method |
| Completed in | 1988 |
| Location | Bosphorus Strait, Turkey |
Feature:Spanning the Bosphorus strait, the FATIH SULTAN MEHMET Bridge is one of the key routes connecting Asia and the European continent. IHI adopted various accumulated know–how in construction methods to ensure the continuous use of the international navigation channel could be achieved during the construction period.
Ohnaruto Bridge
| Client | Honshu-Shikoku Bridge Expressway Company Limited. |
|---|---|
| Bridge type | Suspension Bridges |
| Erection method | Traveller Crane Erection |
| Completed in | 1985 |
| Location | Hyogo Prefecture-Tokushima Prefecture, Japan (Kobe-Awaji-Naruto Expressway) |
1985 Japan Society of Civil Engineers Tanaka Award winning.
A dynamic form truss and huge vortexes at the Naruto Strait blended in with the scenery and became valuable environmental resources.
