Wind Turbine Tower Specifications (20m for 5/10kW)
Parameter Category | Parameter | Value | Notes/Units |
| Tower General | Height | 20.0 meters | |
Material | Q235 Steel | ||
Top Cross-section (Diagonal) | 380 mm | Square cross-section | |
Bottom Cross-section (Diagonal) | 600 mm | Square cross-section | |
| Wall Thickness | 8.0 mm | ||
| Base Flange Assembly | Flange Plate Outer Diameter | 900 mm | |
Bolt Circle Diameter (PCD) | 780 mm | ||
Bolt Hole Type/Quantity | 12 slotted holes (Ø38) | For M32 bolts | |
Bolts Used | 8 × M32 × 1700 mm | ||
Flange Plate Thickness | 50 mm | Interpreted from "900*5.0" | |
| Foundation | Foundation Size | 2500 × 2500 mm | Square base |
| Concrete Base Thickness | 200 mm | "200M" interpreted as 200 mm | |
Height Above Ground | 100 mm | ||
Cable Conduit | DN89 (Ø89 mm) | Buried cable pipe | |
Conduit Burial Depth | 0.5 m | ||
Rebar Cage | Integrated with anchor cage | Ø12 rebar | |
| Grounding System | Grounding Conductor | 50×5 mm Galvanized Flat Iron | |
Installation Method | Site-welded | ||
| Driving Depth | 1.0 m | Into base layer |
Key Interpretations:
Cross-section: "Top Cross-section (Diagonal) 380mm/Bottom Cross-section (Diagonal)600mm" indicates diagonal measurements of a square cross-section. Corresponding side lengths:Top width: 380/√2 ≈ 268.7 mm
Base width: 600/√2 ≈ 424.3 mm
Bolt Configuration:
12 × Ø38 slotted holes provided
8 × M32 anchor bolts installed (1700 mm length)
Foundation:
2500×2500 mm concrete base with 200 mm thickness
Anchor cage and rebar cage integrated as single unit
100 mm exposed above ground level
Electrical:
Ø89 mm conduit buried at 0.5 m depth
50×5 mm galvanized flat iron grounding electrode driven 1 m deep
Flange Plate: "900*5.0" interpreted as 900 mm diameter × 50 mm thickness (consistent with previous drawing convention)
