1. Definition of Low-Temperature Impact Toughness for Q355NH
2. Standard Requirements for Low-Temperature Impact Toughness of Q355NH
3. Suitability for Cold Regions: Scenarios and Limitations
3.1 Applicable Cold Scenarios
Infrastructure: Bridges, highway guardrails, transmission towers, and railway signal brackets in northern China, Northeast China, and Inner Mongolia. For example, in Harbin (winter minimum temperature ≈ -30°C), Q355NH-40 can be used for bridge deck steel plates to avoid brittle fracture caused by vehicle impact and low temperatures.
Industrial equipment: Outdoor storage tanks (for oil, chemicals), workshop steel structures, and wind turbine towers in cold regions (e.g., Xinjiang wind farms). Its weather resistance also reduces rust damage from snow-melt water (which contains salt in de-iced areas).
Architectural structures: Steel frames of open-air stadiums, airport terminals, and cold storage outer walls in severe cold regions. Compared with Q355B (which requires frequent anti-corrosion painting and is prone to brittle cracking), Q355NH reduces maintenance costs and improves safety.
3.2 Key Limitations (Avoid Misuse)
Do not use Q355NH-20 in regions with long-term temperatures below -30°C (e.g., Mohe, Heilongjiang, minimum temperature ≈ -53°C)-it may undergo brittle fracture under impact. In such cases, low-temperature alloy steel (e.g., Q355ND, test temperature -40°C) or nickel-alloy steel should be selected.
In cold regions with high salt spray (e.g., coastal areas of northern China), Q355NH's weather-resistant rust layer may be damaged by Cl⁻ ions. It is recommended to add a thin epoxy primer (thickness 30–50 μm) to enhance corrosion resistance while maintaining its low-temperature toughness.
For load-bearing components under "low temperature + high stress" (e.g., crane booms in cold workshops), additional low-temperature impact tests (sampling from the actual component) are required to ensure the local toughness meets the design requirements (avoiding the impact of welding heat on toughness).



