IHI Infrastructure Systems Co.,Ltd.

start global navi.

グローバルメニューここまでです。

Box Girder Bridge

HM 11-13

Client Metropolitan Expressway Company Limited.
Bridge type 5-span continuous Box Girder Bridge
6-span continuous Rigid Frame Box Girder Bridge
3-span continuous Rigid Frame Box Girder Bridge
3-span continuous I Girder Bridge
Erection method Assembled Large Block Erection Method by Launching Erection & Deck Barge + Truck Crane Bent Erection
Completed in 2017
Location Tokyo, Japan
HM 11-13
HM 11-13
HM 11-13

Honsawa River Bridge

Honsawa River Bridge
Client Nagano Prefecture, Japan
Bridge type 4-span continuous Girder Bridge
Erection method Truck Crane Bent Erection
Completed in 2005
Location Nagano Prefecture, Japan

New Golden Horn Bridge

New Golden Horn Bridge
New Golden Horn Bridge
Client General Directorate of Highways, Republic of Turkey
Bridge type 8-span continuous Steel Deck Girder Bridge
Erection method Cantilever Erection
Completed in 1998
Location Istanbul, Turkey

Extension of the Golden Horn Bridge, with the construction of a new continuous box Box Girder Bridge next to the existing one. The project included design, superstructure, substructure, all civil engineering for the approach road, and reinforcing old bridges.

BY514

BY514
Client Metropolitan Expressway Public Corporation
Bridge type 4-span continuous Steel Deck Girder Bridge
Erection method Truck Crane Bent Erection
Completed in 1997
Location Kanagawa Prefecture, Japan

 

Tokyo Wan Aqua - Line Expressway

Tokyo Wan Aqua - Line Expressway
Client Trans-Tokyo Bay Highway Corporation
Bridge type Box Girder Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1996
Location Tokyo, Chiba Prefecture

1996 Japan Society of Civil Engineers Tanaka Award winning.

1996 Japan Society of Civil Engineers Tanaka Award winning bridge
The expressway runs midway through Tokyo bay and connects Kawasaki, Kanagawa prefecture and Kisarazu, Chiba Prefecture.
The expressway consists of undersea tunnels and bridges. The total length is 15.1km.
The construction started in 1989, with commercial operation commencing in 1997.

Namihaya Bridge

Namihaya Bridge
Client Osaka Prefecture
Bridge type 3-span continuous Steel Deck Girder Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1995
Location Osaka Prefecture, Japan

 

Tenpouzan Junction

Tenpouzan Junction
Client Hanshin Expressway Company, Limited.
Bridge type 3-span continuous Steel Deck Girder Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1992
Location Osaka Prefecture, Japan

An interchange connects three locations, Sakai, Kobe and Osaka.

Minato Bridge

Minato Bridge
Client Wakayama Prefectural Road Corporation
Bridge type 5-span continuous Steel Deck Girder Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1991
Location Wakayama Prefecture, Japan

 

Daikoku Interchange

Daikoku Interchange
Client Metropolitan Expressway Public Corporation
Bridge type Box Girder Bridge
Erection method Truck Crane Bent Erection
Completed in 1989
Location Kanagawa Prefecture

An interchange located in the middle of Metropolitan Expressway Bay Shore route, which is the approach road to the Yokohama Bay Bridge.

Jyonan Bridge

Jyonan Bridge
Client Tokyo, Japan
Bridge type 3-span continuous Steel Deck Girder Bridge
Erection method Truck Crane Bent Erection
Completed in 1986
Location Tokyo, Japan

 

Kogane Bridge

Kogane Bridge
Client Nagoya Expressway Public Corporation
Bridge type 3-span continuous Steel Deck Girder Bridge
Erection method Launching Erection
Completed in 1986
Location Aichi Prefecture, Japan

 

Hirabayashi Bridge

Hirabayashi Bridge
Client Hanshin Expressway Company Limited. 
Bridge type 2-span continuous Steel Deck Girder Bridge
Erection method Truck Crane Bent Erection+Cantilever Erection
Completed in 1981
Location Osaka Prefecture, Japan

 

Kojima Bay Bridge

Kojima Bay Bridge
Client Okayama Prefecture, Japan
Bridge type 6 span continuous Steel Deck Girder Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1981
Location Okayama Prefecture, Japan

 

Hamana Lake Bridge

Hamana Lake Bridge
Client Japan Highway Public Corporation
Bridge type Box Girder Bridge
Erection method Truck Crane Bent Erection+Cantilever Erection
Completed in 1968
Location Shizuoka Prefecture, Japan

 

Other Products

Page Top