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Cable-Stayed Bridge

Nhat Tan Bridge

Nhat Tan Bridge
Client Government of Socialist Republic of Viet Nam, Ministry of Transport
Bridge type 6-span continuous Cable-Stayed Bridge
Erection method Crawler Crane Erection + Balanced Cantilever Erection
Completed in 2014
Location Hanoi, Vietnam

2014 Japan Society of Civil Engineers Tanaka Award winning.

6 span continuous cable-stay bridge

Yuri Bridge

Yuri Bridge
Client Yurihonjo City
Bridge type Cable-Stayed Bridge
Erection method Crawler Crane Bent Erection
Completed in 2012
Location Akita Prefecture, Japan

 

Binh Bridge

Binh Bridge
Client Hai Phong Bridge Projects Management Unit
Bridge type 3-span continuous Cable-Stayed Bridge
Erection method Cantilever Erection
Completed in 2005
Location Hai Phong, Vietnam

The bridge consists of 17-span continuous steel and pre-cast RC slab composite girders, with three center spans of the cable-stayed type. A steel and pre-cast RC slab composite girder was selected to minimize its own weight and shorten the construction period.

Tatara Bridge

Tatara Bridge
Client Honshu-Shikoku Bridge Authority
Bridge type Cable-Stayed Bridge
Erection method Assembled Large Block Erection Method by Floating Crane + Cantilever Erection
Completed in 1998
Location Hiroshima-Ehime (Nishi-Seto Expressway), Japan

1998 Japan Society of Civil Engineers Tanaka Award winning.

The TATARA Bridge is the 2nd longest cable-stayed bridge in the world. A 3D wind tunnel test was carried out at the IHI research center during the design stage to verify its wind-resistance stability.

Meiko East Bridge

Meiko East Bridge
Client Japan Highway Public Corporation
Bridge type 3-span continuous Cable-Stayed Bridge
Erection method Block Erection Method by Floating Crane + Vertical Hanging Method
Completed in 1997
Location Aichi Prefecture, Japan (Isewangan Expressway)

1997 Japan Society of Civil Engineers Tanaka Award winning.

The Meiko East Bridge was erected using the balancing method, whereby no temporary bents were required to support the decks. This method enables the navigation channel to remain open during the construction. The structural stability and displacement were also continually monitored during the construction period.

Tsurumi-Tubasa Bridge

Tsurumi-Tubasa Bridge
Client Metropolitan Expressway Public Corporation
Bridge type 3-span continuous Cable-Stayed Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1994
Location Kanagawa Prefecture, Japan (Bay Shore Route)

1994 Japan Society of Civil Engineers Tanaka Award winning.

 

Ikuchi Bridge

Ikuchi Bridge
Client Honshu-Shikoku Bridge Authority
Bridge type 3-span continuous Cable-Stayed Bridge
Erection method Vertical Hanging Method
Completed in 1991
Location Hiroshima Prefecture, Japan - Ehime Prefecture, Japan
(Nishi-Seto Expressway)

 

Yokohama-bay Bridge

Yokohama-bay Bridge
Client Metropolitan Expressway Public Corporation
Bridge type 3-span continuous Truss beam Cable-Stayed Bridge
Erection method Assembled Large Block Erection Method by Floating Crane + Cantilever Erection
Completed in 1989
Location Yokohama, Japan (Bay Shore Route)

1989 Japan Society of Civil Engineers Tanaka Award winning.

The main structure is a double deck truss bridge. The upper deck box-girder, vertical members and lower deck cross beams form a rigid frame.

Torikai-Niwaji Bridge

Torikai-Niwaji Bridge
Client Osaka prefectural road public corporation
Bridge type Cable-Stayed Bridge
Erection method Cantilever Erection
Completed in 1987
Location Osaka Prefecture, Japan

 

Iwakurojima Bridge

Iwaguro-jima Bridge
Client Honshu-Shikoku Bridge Authority
Bridge type 3-span continuous Truss beam Cable-Stayed Bridge
Erection method Cantilever Erection
Completed in 1986
Location Kagawa Prefecture (Seto Chuo Expressway)

A combined railway-roadway type bridge.

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