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Arch Bridge

Asakegawa Bridge

Asakegawa Bridge
Client Central Nippon Expressway Co., Ltd Nagoya Branch office
Bridge type Steel-Prestressed concrete composite Arch Bridge
Erection method Launching Erection
Completed in 2016
Location Mie Prefecture, Japan (Shin-Meishin Expressway)

2016 Japan Society of Civil Engineers Tanaka Award winning.

Kin Bypass No.1 Bridge

金武BP1号橋
Client Okinawa General Bureau, Cabinet Office
Bridge type Lohse Bridge
Erection method Truck Crane Bent Erection
Completed in 2016
Location Okinawa Prefecture, Japan

Fukunami No.1 Bridge

福波第1高架橋
Client Chugoku Regional Development Bureau
Bridge type Arch Bridge
Erection method Cable Erection
Completed in 2014
Location Shimane Prefecture, Japan

Tsukiji Bridge

Tsukiji Bridge
Client Tokyo, Japan
Bridge type 3-span continuous Half-through Arch Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 2014
Location Tokyo, Japan

Shirogane Bridge

Shirogane Bridge
Client Hokkaido Regional Development Bureau
Bridge type Nielsen-Lohse Bridge
Erection method Cable Erection
Completed in 2013
Location Yubari city, Hokkaido, Japan

Second Ondo Bridge

Second Ondo Bridge
Client Hiroshima Prefecture
Bridge type Nielsen-Lohse Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 2011
Location Kegoya, Kure city, Hiroshima Prefecture-1 Tsuboi, Onndo-machi

2012 Japan Society of Civil Engineers Tanaka Award winning.

 

Tama Bridge

Tama Bridge
Client Tokyo Metropolitan Government
Bridge type Arch Bridge
Erection method Truck Crane Bent Erection
Completed in 2006
Location Tokyo, Japan

2007 Japan Society of Civil Engineers Tanaka Award winning.

A seven continuous span structure, with a stiffening arch structure as its main span (150.9m).
Adopting field welded joints for aesthetic purposes.

Shin-Nanyo Bridge

Shin-Nanyo Bridge
Client Yamaguchi Prefecture
Bridge type Nielsen Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 2004
Location Yamaguchi Prefecture, Japan

Chitose Bridge

Chitose Bridge
Client Osaka Prefecture
Bridge type Arch Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 2003
Location Osaka Prefecture, Japan

2003 Japan Society of Civil Engineers Tanaka Award winning.

 

Umino-Nakamichi Bridge

Umino-Nakamichi Bridge
Client Fukuoka Prefecture
Bridge type Lohse Bridge
Erection method Bent Erection by Floating Crane + Assembled Large Block Erection Method by Floating Crane
Completed in 2000
Location Fukuoka Prefecture, Japan

 

Tega Bridge

Tega Bridge
Client Chiba Prefecture, Japan
Bridge type Arch Bridge
Erection method Truck Crane Bent Erection + Assembled Large Block Erection Method by Floating Crane
Completed in 1996(1st term), 2000(Second term)
Location Chiba Prefecture, Japan

 

Mamihara Bridge

Mamihara Bridge
Mamihara Bridge
Client Soyo-cho, Kumamoto Prefecture
Bridge type Lohse Bridge
Erection method Truck Crane Bent Erection
Completed in 1995
Location Kumamoto Prefecture, Japan

Minou Bridge

Minou Bridge
Client Fukuoka Prefectural Government
Bridge type Arch Bridge
Erection method Truck Crane Bent Erection
Completed in 1995
Location Fukuoka Prefecture, Japan

One of the longest span bridges in Fukuoka Prefecture.
A tieback method and cable cranes were used for its erection.

Kishiwada Bridge

Kishiwada Bridge
Client Hanshin Expressway Company Limited. , Japan
Bridge type Arch Bridge
Erection method Truck Crane Bent Erection + Bent Erection by Floating Crane
Completed in 1993
Location Osaka Prefecture, Japan

Part of the access road to Kansai International Airport.
The location is nationally known for the Kishiwada Danjiri Festival, and the bridge design reflects the image of the floats. The bridge itself is a symbol of Kishiwada-City.

Meiwa Bridge

Meiwa Bridge
Client Edogawa City, Tokyo
Bridge type Arch Bridge
Erection method Truck Crane Bent Erection
Completed in 1992
Location Edogawa City, Tokyo, Japan

A distinguished design bridge in the motif of a gate built across the Shinnaka River.
The illuminated night view of the bridge is a popular attraction and a source of recreation for neighborhood residents.

Jogakura Bridge

Jogakura Bridge
Client Aomori Prefectural Government
Bridge type Arch Bridge
Erection method Cable Erection + Cantilever Erection
Completed in 1992
Location Aomori Prefecture, Japan

The longest arch span bridge in the northeastern region of Japan.
The bridge is located within a national park, where there are many restrictions on site work.
The bridge is maintenance-free thanks to the use of weather-resistant steel.

Shin-Hamadera Bridge

Shin-Hamadera Bridge
Client Hanshin Expressway Company Limited
Bridge type Nielsen-Lohse Bridge
Erection method Assembled Large Block Erection Method by Floating Crane
Completed in 1991
Location Osaka Prefecture, Japan

1992 Japan Society of Civil Engineers Tanaka Award winning.

Part of the Hanshin Expressway crossing the Hamadera Canal in Sakai.
This Nielsen Lohse bridge (Span length: 254m) was erected by the whole-huge-block erection method using a lift-up barge at high tide. This erection method itself won the 1992 Japan Society of Civil Engineers Tanaka Award.

Ohmishima Bridge

Ohmishima Bridge
Ohmishima Bridge
Client Honshu-Shikoku Bridge Authority
Bridge type Arch Bridge
Erection method Vertical Hanging Method
Completed in 1978
Location Ehime, Japan (Nishi-Seto Expressway)

1979 Japan Society of Civil Engineers Tanaka Award winning.

The cantilever method was adopted to erect the Ohmishima Bridge. Wind tunnel tests were carried out to verify the wind resistance stability with the maximum potential 150m overhang during erection taken into consideration.

Ondo Bridge

Ondo Bridge
Ondo Bridge
Client Japan Highway Public Corporation
Bridge type Langer Bridge
Erection method Cable Erection
Completed in 1961
Location Hiroshima Prefecture, Japan

 

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