Dai-Nijyunana-Yutaka（110m3/h）
Primary specification
Hull
| Length | 54.0 m | Width | 21.0 m | Depth | 5.0 m |
|---|---|---|---|---|---|
| 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 |
|---|---|---|---|
| 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 |
|---|
Electric Facility
| Main Generator | 700 KVA×2 units | Internal Combstion | 900 ps×1 units 830 ps×1 units |
|---|---|---|---|
| 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. |
|---|
Each specification
| Spec | Specification sheet of Vessel（707KB） |
|---|
Construction Achievement
-
- Sakhalin Ⅱ Purigorodonoe Jetty
- LNG Gas Shipment Pier Construction of Sakhalin Ⅱ
-
- Nanboku Bisan Seto Bridge
- Casting Concrete Bridge Pier by 2 Concrete Plan Vessels
-
- Akashi Strait Maiko Tower Substructure Construction
- Casting Concrete to Tower Substruction by 2 Concrete Plan Vessels
-
- Osaka Pref Kishiwada old port bottom construction
- Casting Concrete for Bridge Pier of Highway
-
- Hyogo Pref Ashiya Offshore No.1 Bottom Construction
- Casting Concrete for Bridge Pier of Highway
-
- Hyogo Naruo Offshore west Bottom Construction
- Casting Concrete for Bridge Pier of Highway
-
- Osaka Hannan Bridge Construction(Bottom Work)
- Casting Concrete Fill in Steel Caisson
