fig.-1 bird’s-eyes view of osaka plant osaka plant - yokogawa bridge · 2015-09-21 · fig.-3...
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Overseas Business Dept. No.27, Yamano-cho, Funabashi-city, Chiba 273-0026 Japan Phone: +81-47-435-6098F a x: +81-47-435-6160Email: [email protected]: http://yokogawa-bridge.co.jp
31. March 2010 Ver.1 PRINT
Total Engineering for Steel Structures
Yokogawa Bridge Corp. (YBC) was established in 1907 at Nishi-ku, Sakaigawa, Osaka City, and has developed its business to become one of the Japan’s leading fabricators and erectors of steel structures in the local and global market.
Subsequently Yokogawa Bridge Holdings Corp. (YBHD) was established in August 2007, and YBC became one of the group companies.
In the global market, YBC has undertaken many prestige projects, including Kup Shui Mun Bridge, Stonecutters Bridge and Akashi-kaikyou Bridge.
We are a total engineering company for steel structures in the global market. We are extending our global network with partner companies throught the world. We will be involved in projects based on excellence of engineering expertise, and will satisfy the needs and demands of our clients, shareholders and end users of the structures where they are in the world.
Hisashi FujiiPresidentYokogawa Bridge Corp.
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OSAKA PLANTThe main plant for bridge and steel frames is the Osaka Plant, which serves not only the domestic market in Japan but also the production for export products. It has its own in-house production system which covers the entire bridge production process, and is equipped with Japan’s first automated full-scale drawing system, NC machines, automated assembly and welding lines, and computerized measurement system for steel members.It also has its own wharf where barges can berth, allowing long and large bridge segments and large steel structures such as the segments for Honshu-shikoku Connection Bridges and Kansai International Airport, etc. to be transported directly by sea.
Established October,1964
Location SakaiCity,OsakaPref.
Landarea 125,413m2
Floorspace 34,848m2
Capacity 5,000t/month
Fig.-1 Bird’s-eyes view of Osaka Plant
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Osaka WharfLength 130m
Width 30m
Depthofwater OP-4.4m
Bridge Stage Izumi Plant- Precision equipment department-
We,Izumi Plant propose accomplished design and manufacture techniques based on steel bridge experiences, and they are applied to products for LCD and semiconductor manufacturing equipments.An optimun design is proposed to solve such key issue as vibration and deformation caused by with a growing in size of equipments. We also have large machining centers and a large three-dimensional coordinate measuring machine in thermal managed factories, and they can provide large-size and exquisite products with high quality assurance.
Established March,2005
Location IzumiCity,
OsakaPref.
LandArea 4,610m2
FloorSpace 2,658m2
Fig.-2 View of Box, Deck panel line in Osaka Plant
Fig.-3 Roll out of Akashi-kaikyo Bridge from Osaka Wharf
Fig.-4 Panoramic view of Izumi Plant
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OVERSEAS
STRUCTURES
Kap Shui Mun Bridge, Hong Kong
Type Composite Cable-stayed Bridge
Bridge Length 750 (2@80 + 430 + 2@80) m
Width 35 m
Steel Weight 9,000 t
Completed 1997
Cable-stayed Bridges
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Stonecutters Bridge, Hong Kong
Type Steel Concrete Hybrid Cable-stayed Bridge
Bridge Length 1,596 (289 + 1,018 + 289) m
Width 53.3 m
Steel Weight 48,165 t
Completed 2009
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Cantho Bridge (Erection Work), Vietnam
Type Hybrid Cable-stayed Bridge
Bridge Length 1,010 (230 + 550 + 230) m
Width 26 m
Steel Weight (2,700) t
Completed 2010
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Cantho Bridge (Erection Work), Vietnam
Type Hybrid Cable-stayed Bridge
Bridge Length 1,010 (230 + 550 + 230) m
Width 26 m
Steel Weight (2,700) t
Completed 2010
Incheon Bridge (Erection Work, Cable Buffer and Lease), Korea
Type Composite Cable-stayed Bridge
Bridge Length 1,480 (340 + 800 + 340) m
Width 33.7 m
Steel Weight (28,000) t
Completed 2009
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National Expressway No.6 C606AViaduct, Taiwan
Type Steel Deck Box Girder Bridge
Bridge Length 838.5 (54.5 + 92 + 4@150 + 92) m
Width 27.4 m
Steel Weight 17,720 t
Completed 2008
Box Girder Bridges
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Ciputat Flyover Bridge, Indonesia
Type 4-Simple Box Girder
Bridge Length 102 (3@34) m
Width 19.6 m
Steel Weight 589 t
Completed 2008
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Umi Bridge, Papua New Guinea
Type Continuous I Girder
Bridge Length 160 m
Width 9.4 m
Steel Weight 402 t
Completed 1999
Repair on Existing Maruwai Bridge(1)-(3)Indonesia in Central Kalimantan
Type Continuous I Girder
Bridge Length 106 m
Width 9.5 m
Steel Weight Total 25 t
Completed 2006-2007
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Jawa South Line WW Truck(Erection Work), Indonesia
Type Truss, I Girder
Bridge Length 20 to 45 m
Width 4.7 m
Steel Weight 1,100 t
Completed 2006
Jawa North Line RailwayBridge, Indonesia
Type Truss, I Girder
Bridge Length 20 to 45 m
Width 4.7 m
Steel Weight 500 t
Completed 2000
Truss Bridges
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Reconstruction of Bridge (Kuri Bridge), Phase 1, Bhutan
Type Pony Truss
Bridge Length 50 m
Width 4.7 m
Steel Weight 120 t
Completed 2003 Reconstruction of Bridge (Manda Bridge), Phase 1, Bhutan
Type Langer
Bridge Length 95.2 m
Width 4.7 m
Steel Weight 283 t
Completed 2003
Arch Bridges
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Narthupana Bridge, Sri Lanka
Type Arch
Bridge Length 75 m
Width 13 m
Steel Weight 341 t
Completed 2000
Reconstruction of Bridges (Muwagama Bridge),Sri Lanka
Type Langer
Bridge Length 99 m
Width 12.4 m
Steel Weight 535 t
Completed 2003
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STEEL
BRIDGESin JapanSuspension Bridges
Akashi-kaikyo Bridge
Type 3-span continuous 2-hinges
Stiffening truss
Suspension bridge
Bridge length 3,911 (960 + 1,990 + 961) m
Width 30m
Steel weight Towers;50,000 t (YBC = 2,716 t) , Cables;54,000 t
Stiffening girders;86,200 t (YBC = 6,177 t)
Completed 1998
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Ohnaruto Bridge
Type 3-span continuous 2-hinges
Stiffening truss
Suspension bridge
Bridge length 1,629 (93 + 330 + 876 + 330) m
Width : 30 m
Steel weight Towers;8,745 t, Cables;15,641 t
Stiffening girders;35,110 t
(YBC = 4,736 t)
Completed 1985
Rainbow Bridge
Type 3-span continuous 2-hinges
Stiffening truss
Suspension bridge
Bridge length 793 (111.5 + 570 + 111.5) m
Width : 30 m
Steel weight 45,500 t (YBC = 4,791 t)
Completed 1993
Kurushima-kaikyo No.3 Bridge
Type Single-span 2-hinges
Stiffening Box girder
Suspension bridge
Bridge length 1,030 (230 + 1,030 + 230) m
Width : 24 m
Steel weight Stiffening girders;13,249 t
(YBC = 3,919 t)
Completed: 1999
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Yokohama Bay Bridge
Type 3-span continuous deck plate
Stiffening truss (Double deck)
Cable-stayed bridge
Bridge length 860 m
Width 28.54 m
Steel weight 26,788 t (YBC = 9,272 t)
Completed 1989
STEEL
BRIDGESin JapanCable-stayed Bridges
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Tatara Bridge
Type 3-span continuous
Stiffening box deck
Hybrid Cable-stayed bridge
Bridge length 1,480 (270 + 890 + 320) m
Width 24.64 m
Steel weight Towers;12,950 t,
Cables;3,700 t
Stiffening girders;20,650 t
(YBC = 4,883 t)
Completed 1999
Hamada Marine Bridge
Type 2-span continuous
Stiffening box deck
Cable-stayed bridge
Bridge length 305 (199.3 + 104.15) m
Width 9,75 m
Steel weight 3,258 t (YBC = 1,662 t)
Completed 1999
2nd Meishin Highway Ibigawa Bridge
Type 6-span continuous
PC & Steel Hybrid box deck
Extradosed bridge
Bridge length 1,397 (154 + [email protected] + 157) m
Width 31.8 m
Steel weight 4,669 t
Completed 2001
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Eto Bridge
Type Half-through braced arch bridge
Bridge length 385 m
Width 11.5 m
Steel weight 2,878 t (YBC = 920 t)
Completed 1995
STEEL
BRIDGESin JapanArch Bridges
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Kitayama Bridge
Type Through Lohse bridge
Bridge length 140 (137.4) m
Width 10.2 to 10.8 m
Steel weight 1,245 t (YBC = 415 t)
Completed 2002
Yumemai Bridge
Type Floting arch bridge
Bridge length 410 (65.7 + 280 + 65.7) m
Width 38.8 m
Steel weight 2,878 t (YBC = 920 t)
Completed 2001
Tega Bridge
Type Balanced arch bridge
Bridge length 415 ([email protected]) m
Width 11 m
Steel weight 1,766 t (YBC = 318 t)
Completed 1999
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Shin-hamadera Bridge
Type Nielsen Lohse bridge
Bridge length 254 m
Width 20.25 m
Steel weight 4,170 t (YBC = 2,189 t)
Completed 1991
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Goshiki-sakura Bridge
Type Nielsen Lohse bridge
(Double Deck)
Bridge length 143 m
Width 21.78 to 27.46 m
Steel weight 3,974 t (YBC = 1,557 t)
Completed 1995
Fudosawa Bridge
Type Lohse bridge
Bridge length 170 (17.85 + 133.2 + 17.85) m
Width 11 m
Steel weight 884 t (YBC = 524 t)
Completed 1999
Shonai-yunohira Bridge
Type Through Lohse bridge
Bridge length 162 m
Width 8.25 m
Steel weight 859 t (YBC = 414 t)
Completed 2001
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Keiyo Line Yumenoshima Railway Bridge
Type 3–span continuous curved
through truss bridge (Double Track)
Bridge length 268 (96 + 93 + 79) m
Width 9.4 m
Steel weight 2,625 t (YBC = 1,209 t)
Completed 1989
STEEL
BRIDGESin Japan
Truss Bridges
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Yatsugatake Kogen Bridge
Type 4–span continuous truss bridge,
Simple box girder
Bridge length 490 (74.2 + 90 + 180 + 89.1) + 54 m
Width 10.5 m
Steel weight 3,058 t (YBC = 510 t)
Completed 1997
Tohoku Shinkansen Kitakamigawa No.5 Railway Bridge
Type Simple curved warren truss bridge
(Double Track)
Bridge length 114.5 m
Width 10.1 m
Steel weight 749t (YBC = 292 t)
Completed 2001
New Joban Line Arakawa Railway Bridge
Type 3–span continuous steel orthotropic
through truss bridge (Double Track)
Bridge length 450.15 (127.6 + 192.85 + 127.6) m
Width 8.4 m
Steel weight 4,810 t (YBC = 2,030 t)
Completed 2002
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Tokyo Bay Aqua-line Bridge
Type Continuous steel box
girder bridge
Bridge length 4,384 m
Width 22.5 to 42 m
Steel weight 54,500 t (YBC = 2,879 t)
Completed 1995
STEEL
BRIDGESin JapanBox Girder Bridges
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Kishinoura Bridge
Type 3-span continuous steel box girder bridge
Bridge length 350 (99 + 150 + 99) m
Width 12.1 m
Steel weight 1,912 t (YBC = 307 t)
Completed 2002
Ukai Bridge
Type 6-span continuous steel box girder bridge
Bridge length 315 (51.6 + [email protected] + 51.7) m
Width 28.3 to 29.1 m
Steel weight 2,876 t (YBC = 1,705 t)
Completed 2002
Kashii-kamome Bridge
Type 3-span continuous
steel box girder bridge
Bridge length 360 (109.4 + 140 + 109.4) m
Width 14.8 m
Steel weight 1,166 t (YBC = 574 t)
Completed 2002
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STEEL
FRAMES
Wayang Windu Geothermal Power Plant Project, Indonesia
Steel weight 2,400 t
Completed 1999
Hong Kong Jocky Club Sha Tin Racecourse Parade Ring Redevelopment Project, Hong Kong
Type Miscellaneous (Roof Movable System)
Completed 2004
Overseas Business Dept. No.27, Yamano-cho, Funabashi-city, Chiba 273-0026 Japan Phone: +81-47-435-6098F a x: +81-47-435-6160Email: [email protected]: http://yokogawa-bridge.co.jp
31. March 2010 Ver.1 PRINT