Home > Performance > Steel Bridges > Special Type Bridges
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Description :
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Steel bridge supervision & inspection service for Bukhang Grand Bridge private investment construction project |
Bridge Name :
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Buk-Hang Grand Bridge |
Owner :
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Buk-Hang I Bridge Co., Ltd. |
Client :
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Samyoung Technology Corporation/Hyundai Development Co., Ltd. |
Prime Vendor :
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Hanjin Heavy Ind. & Const./Yeongchang Heavy Ind. & Const. Co., Ltd. |
Remarks :
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●Project Name : Bukhang Bridge (Private Investment Project)
●Constructor : Hyundai Development Company
●Period: Jul. 2010 ~ Dec. 2011
●Outline
- Type : Five-span composite cable-stayed bridge with double-plane cable system
- Total steel weight 30,535 ton
- Total span length : L= 1,114m (60+227+540+227+60)
- Width : W = 28.7m (two-way, 6-lane)
- Navigation channel : 350m x 60m (navigable for 8,000-TEU vessel)
● Main Features :
- Longest span among composite cable-stayed bridges in Korea
- Edge Girder of Inclined Web using Welded Cable Anchor
-Cost reduction by determining the central span length based on ground condition
- Modified inverted Y-shaped pylon |
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Description :
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Steel bridge supervision service for Geoga Grand Bridge links Busan city to Geoje city |
Bridge Name :
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Geoga 1-Gyo(Youho-Jeodo), Geoga 2-Gyo(Jeodo-Junggukdo) |
Owner :
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GK Marine Road Co., Ltd. |
Client :
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Hansung Technology Development Co., Ltd. |
Prime Vendor :
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Doosan Machatec. Co., Ltd. |
Remarks :
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• Period : Mar. 2008 ~ May 2010, Constructor : Daewoo E&C J/V, Korea's first triple pylon cable stayed bridge
, Korea's first AASHTO LRFD(Load-Resiatance Factor Design) method applied, Korea's first F10T M30 Bolt used, 보강형거더에 used material SM520C TMC for girder and grade K25 Lamellar tearing steel applied
• Main Particulars : Few member steel plate girder, Total Steel Weight 10,032 ton, 3/4 spans continuous steel composite cable stayed bridge with triple/double pylons, Width/Lanes: 24m/5 lanes, Height of girder : 2m(I- shaped Edge Girder)
• Lot1 Triple pylon cable stayed bridge : Height of Pylon H= 104m, Main Span 230m, Composition of span
L 2363.5m = Approach Bridge#1(48.5+70+3@90+70=458.5)+cable stayed bridge(111.5+2@230+111.5=683) +
Approach Bridge#2(75+4@90+75=510),
• Lot2 Double pylon cable stayed bridge : Height of Pylon (from Average seawater level) H=156m, Main Span
475m, Composition of span L 1866m = Approach Bridge#3(75+2@90+75=330) + cable stayed bridge
(225.5+475+225.5=926) + Approach Bridge#4(75+5@90+85=610)
• Pylon : Curved Diamond type Concrete Pylon , Cable : Multi Strand(MS) Type, Inclined 2-plane disposed, Semi-
Fan Type with 12m space |
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Description :
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Inspection service of Machang Grand Bridge during erection stage |
Bridge Name :
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Machang Grand Bridge |
Owner :
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Hyundai Construction & Engineering Co., Ltd./ Bouygues, France |
Client :
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Hyundai Construction & Engineering Co., Ltd. |
Prime Vendor :
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Doosan Machatec. Co., Ltd. |
Remarks :
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• Period : Jan. 2007 ~ Nov. 2007 • Spec : total weight 16,740 ton, cable stayed bridge, max span 740m |
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