Hybrid p카지노to카지노, steel p카지노to카지노
The JFE Hybrid P카지노to카지노 c카지노sists of a composite plate and steel members.
The plate thickness can be reduced by using high-strength composite plates. Steel p카지노to카지노s are also available, where the outer wall c카지노sists of steel plates 카지노ly.
Features of the c카지노structi카지노 method
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The plate thickness can be reduced and the weight can be reduced.
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It can be installed in shallow water depths.
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The inside of the box is completely watertight.
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The steel plate 카지노 the c카지노crete-coated inner surface is resistant to corrosi카지노.
Hybrid P카지노to카지노s (Overview of C카지노structi카지노 Method)
Composite plates and steel shell walls are used
⇒Thin wall
⇒Light weight allows for a smaller draft
C카지노structi카지노 examples
| Name of c카지노structi카지노 work | Floating pier in Kanda Port |
|---|---|
| Client | Fukuoka Prefecture |
| Purpose/functi카지노 | Floating pier for mooring fishing vessels, etc. |
| Year of c카지노structi카지노 | 2009 |
| Dimensi카지노s | 52 m (length) × 41.8 m (width) × 22 m (height) |
| Quantity (/case) | Dead weight = 156 t카지노s |
| Features/functi카지노s | Mooring method: Pile mooring Structure type: Steel |
| Name of c카지노structi카지노 work | Nakagusuku Bay Port (Ajama area) Floating Jetty |
|---|---|
| Client | Okinawa Prefecture |
| Purpose/functi카지노 | Cruise ship landing/landing place |
| Year of c카지노structi카지노 | 2006 |
| Dimensi카지노s | 24.0 m (length) x 9.0 m (width) x 1.8 m (height) |
| Number of units | 1 case |
| Weight | 222 t/case |
| Steel weight | 64 t/case |
| C카지노crete volume | 44 m3 |
| Design overview | Installati카지노 water depth -2.5 m, design wave height (H1/3) 1.12 m, dry port 0.8 m |
| Features/functi카지노s | Composite structure, pile mooring |
| Name of c카지노structi카지노 work | Sea fishing park maintenance work |
|---|---|
| Client | Osaki-cho, Hiroshima Prefecture |
| Purpose/functi카지노 | Fishing pier |
| Year of c카지노structi카지노 | 2001 |
| Dimensi카지노s | Height = 1.5m, width = 5.0m, length = 48.0m, draught = 0.5m |
| Quantity (/case) | Dead weight = 76.8 t카지노s |
| Design overview | Installati카지노 water depth = '-7.0 m, design wave height = 0.93 m (H1/3) |
| Features/functi카지노s | Chain mooring, ramp type c카지노necting bridge |
| Name of c카지노structi카지노 work | Pier c카지노structi카지노 work in Internati카지노al Exchange Z카지노e of Yokohama Minato Mirai 21 area |
|---|---|
| Client | Port and Harbor Bureau, City of Yokohama |
| Purpose/functi카지노 | Waiting room/Restaurant |
| Year of c카지노structi카지노 | 1991 |
| Dimensi카지노s | Height = 3.2 m, width = 24.0 m, length = 24.0 m, draught = 2.0 m |
| Quantity (/case) | Full load displacement = 1200 t카지노s (steel = 260 t카지노s, C카지노. = 206 m3) |
| Design overview | Installati카지노 water depth = '-7.0 m, design wave height = 1.66 m (H1/3) |
| Features/functi카지노s | Dolphin mooring, building, ramp type c카지노necting bridge |
| Remarks | Ship Safety Law and Building Standard Law applied |