Dai-Nijyunana-Yutaka(110m3/h)
Primary specification
Hull
Length | 54.0 m | Width | 21.0 m | Depth | 5.0 m |
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Full Draft | 4.0 m | Displacement Tonnage | 4,400.0 ton |
C/P Facility(The details refer to PDF specifications)
Capacity of Concrete Pump | 110.0 m3/h×1 units | Boom Length | Arm length:20m + Casing = 43.36m Arm length:30m |
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Coarse Aggregate Capacity | 798.0 m3 | Fine Aggregate Capacity | 632.0 m3 |
Cement Capacity | 120.0 ton×4 units | ||
Mixer Capacity | 2.0 m3×2 units | Water Tank Capacity | 390.0 m3 |
Ship Handling Winch
Winding Load | 15.0 t×6 units | Winding Speed | 15.0 t×12.0 m/min |
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Electric Facility
Main Generator | 700 KVA×2 units | Internal Combstion | 900 ps×1 units 830 ps×1 units |
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Sub Generator | 150 KVA×1 units | Internal Combstion | 190 ps×1 units |
Pollution Control Equipment
Pollution Control Equipment | Closed system liquid-waste-treatment equipment is equipped, and reuse of sewage is aimed at. |
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Each specification
Spec | Specification sheet of Vessel(707KB) |
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Construction Achievement
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- Sakhalin Ⅱ Purigorodonoe Jetty
- LNG Gas Shipment Pier Construction of Sakhalin Ⅱ
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- Nanboku Bisan Seto Bridge
- Casting Concrete Bridge Pier by 2 Concrete Plan Vessels
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- Akashi Strait Maiko Tower Substructure Construction
- Casting Concrete to Tower Substruction by 2 Concrete Plan Vessels
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- Osaka Pref Kishiwada old port bottom construction
- Casting Concrete for Bridge Pier of Highway
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- Hyogo Pref Ashiya Offshore No.1 Bottom Construction
- Casting Concrete for Bridge Pier of Highway
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- Hyogo Naruo Offshore west Bottom Construction
- Casting Concrete for Bridge Pier of Highway
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- Osaka Hannan Bridge Construction(Bottom Work)
- Casting Concrete Fill in Steel Caisson