Wind turbines, energy storage containers and construction machinery operate under heavy load, high vibration and wide temperature fluctuation. Ordinary low-strength bolts easily suffer fatigue fracture, preload loss and corrosion failure. Based on GB/T 3098 national standard, this article provides standardized material selection rules for new energy heavy-duty fasteners.
| Tensile Grade | Base Material | Tensile Strength (MPa) | Applicable Scenarios | Forbidden Scenarios |
| Grade 8.8 | 45# quenched & tempered carbon steel | ≥800 | Auxiliary connections of indoor energy storage cabins, non-load-bearing frames | Offshore wind power, main load-bearing structures of outdoor energy storage |
| Grade 10.9 | 42CrMo alloy structural steel | ≥1000 | Onshore PV brackets, medium-sized energy storage cabinets, general machinery connections | Offshore wind turbines, main flanges of large energy storage containers |
| Grade 12.9 | 35CrMo / 40CrNiMo alloy steel | ≥1200 | Wind tower flanges, main load bolts of energy storage PACK, mining machinery chassis | Long-term temperature over 200℃, coastal high chloride environment without anti-corrosion coating |
1. Ignore hydrogen embrittlement risk: Grade 10.9 & 12.9 alloy steel bolts must be dehydrogenated after electroplating; skipping this process leads to delayed fracture after months of operation; 2. Inland coating applied to offshore projects: Uncoated grade 12.9 carbon steel bolts pit within 3 months under coastal chloride erosion, zinc-nickel coating is mandatory; 3. Mixed grade assembly on one flange: Different yield strength causes uneven stress and local overload fracture.
Inland dry energy storage: 8μm electro-galvanized coating, 500h neutral salt spray; Riverside & onshore wind power: 10μm zinc-nickel alloy coating, 1500h no red rust; Coastal & offshore wind & storage: 2205 duplex stainless steel bolts or 12μm thick zinc-nickel coating with insulating gaskets to block galvanic corrosion.