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Outline |
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Design Specifications |
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• Design Speed : Highway 100Km/hr ,Railroad
110Km/hr
• Design Load : Highway Load
DB-24,Rail Load Q25
• Sea Lane Specifications
: Width 200m, Vertical Clearance 35m
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Average Wind Velocity : 40m/sec
• Design
Seismic Intensity : 0.14G |
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Size |
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• Suspension Bridge: 125+300+125=550m
• Truss: 6×375 = 2,250m
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Steel Box Girder Bridge (Yong-jong Side): 1,140m
• Steel Box Girder Bridge (Inchon Side): 480m
• 49Piers(including 2 abutments) |
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Product Classification |
| ITEM |
Mat'L |
Q'ty |
Remark |
| Tower Saddle |
SCW480 |
4 |
Casting |
| Spray Saddle |
SCW480 |
4 |
Casting |
| Cable Band |
SCW480 |
90 |
Casting |
| Strand Shoe |
SC450 |
76 |
Casting |
| Anchor Bolts |
SNB24-5 |
152/304 |
Forging |
| Roller Shoe |
SCMn2A |
32 |
Casting/Forging |
| Pin Shoe |
SCMn2A |
12 |
Casting/Forging |
| Pot Bearings |
SCW480 |
1482 |
Casting |
| Spring Shoe |
NR/CR |
8 |
Rubber |
| Wind Shoe |
SCW480 |
8 |
Casting |
| Link Shoe |
- |
8 |
Forging |
| Hanger Collar |
SC450 |
312 |
Casting |
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Structural Analysis of Cable Band (Finite Element Method) |
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Finite Element Analysis |
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Casting Design |
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Inside Vigorous Test |
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“Certificate of Appreciation” for high performance
in Young-Jong Grand Bridge Project |
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For “Excellent Performance”
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Issued by “Samsung Corporation” |
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Products : Pot Bearings, Strand
shoe, Cable Band |
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