Q420qF Bridge Steel Plate

High-strength structural steel specifically designed for heavy-load and long-span bridge construction in ultra-extreme cold environments, meeting GB/T 714-2015 standards for durability and reliability in low temperature conditions down to -60°C.

About Q420qF Steel

Q420qF is a Chinese standard (GB/T 714-2015) high-strength low alloy structural steel specifically developed for heavy-load and long-span bridge construction in ultra-extreme cold climate zones.

The "q" in the designation stands for bridge (qiaoliang in Chinese), while "F" indicates the steel's impact test temperature of -60°C, making it suitable for ultra-extreme cold climate conditions in northernmost China, high-altitude alpine regions and polar climate applications.

It offers exceptional high strength (420MPa yield strength), excellent weldability, and superior ultra-low-temperature toughness, making it the premium choice for long-span, heavy-load and high-rise bridge infrastructure in ultra-extremely cold environments down to -60°C.

Q420qF Steel Plate - High strength bridge steel material for ultra extreme cold regions

Technical Specifications

Basic Information

Standard: GB/T 714-2015
Equivalent Grade: Q420F (structural), S420NLZ (EN 10025 modified)
Product Form: Steel Plate/Sheet
Thickness Range: 6mm - 120mm (limited for ultra-low temp use)
Width Range: 1500mm - 4000mm
Length Range: 3000mm - 12000mm
Delivery Condition: Normalized / TMCP with tempering
Impact Test Temp: -60°C

Mechanical Properties

Thickness (mm) Yield Strength (MPa) ≥ Tensile Strength (MPa) Elongation (%) ≥ Impact Energy (J) ≥
≤16 420 520-680 20 40
>16-35 400 520-680 20 40
>35-50 390 520-680 20 40
>50-100 380 500-660 20 35

Chemical Composition (wt%)

Element C ≤ Si ≤ Mn P ≤ S ≤ Nb ≤ V ≤ Ti ≤ Ni ≤ Cu ≤
Content 0.14 0.50 1.40-1.80 0.015 0.010 0.08 0.15 0.02 1.00 0.50

Note: Carbon equivalent (Ceq) ≤ 0.42%, Weldability carbon equivalent (Pcm) ≤ 0.22%. The optimized chemical composition balances high strength (420MPa yield) with excellent ultra-low-temperature toughness at -60°C for heavy-load bridge applications in ultra-extreme cold environments. Higher nickel content (1.00%) significantly enhances cryogenic performance.

International Standards Comparison

Q420qF (GB/T 714-2015) - China
S420NLZ (EN 10025) - European (modified)
A709 Grade 50WQ (ASTM A709) - American (special)

Mechanical Properties Comparison (≤16mm thickness)

Property Q420qF (GB/T 714-2015) S420NLZ (EN 10025) A709 Gr50WQ (ASTM A709)
Yield Strength (MPa) min 420 420 345 (50 ksi)
Tensile Strength (MPa) 520-680 500-630 485-655 (70-95 ksi)
Elongation (%) min 20 21 22
Impact Test Temperature (°C) -60 -50 -40 (-40°F)
Impact Energy (J) min 40 35 30 (22 ft-lb)
Carbon Equivalent (Ceq) max 0.42% 0.45% 0.43%

Chemical Composition Comparison (wt%)

Element Q420qF (max/ range) S420NLZ (EN 10025) (max/ range) A709 Gr50WQ (ASTM A709) (max/ range)
Carbon (C) ≤0.14% ≤0.20% ≤0.20%
Silicon (Si) ≤0.50% ≤0.55% 0.15-0.40%
Manganese (Mn) 1.40-1.80% 1.00-1.60% 1.20-1.60%
Phosphorus (P) ≤0.015% ≤0.025% ≤0.025%
Sulfur (S) ≤0.010% ≤0.020% ≤0.020%
Niobium (Nb) ≤0.08% ≤0.06% ≤0.05%
Vanadium (V) ≤0.15% ≤0.15% ≤0.06%
Titanium (Ti) ≤0.02% ≤0.05% ≤0.03%
Key Differences Summary:
  • Q420qF offers higher yield strength (420MPa) with ultra-low temperature toughness (-60°C), ideal for long-span and heavy-load bridge applications in ultra-extreme cold environments
  • Lower carbon content (≤0.14%) and stricter P/S control (0.015/0.010%) ensure excellent ultra-low temperature toughness at -60°C
  • Higher nickel allowance (1.00%) significantly enhances cryogenic performance for ultra-extreme cold regions without compromising weldability
  • Impact test temperature of -60°C makes it suitable for ultra-extreme cold regions in northernmost China and high-altitude alpine areas
  • Lower carbon equivalent (0.42%) maintains excellent weldability while achieving high strength for ultra-extreme cold applications
  • Higher manganese content (1.40-1.80%) optimizes strength-toughness balance for heavy-load applications in ultra-extreme cold conditions

Application Cases

Q420qF steel plate used in Heilongjiang grand bridge construction

Heilongjiang Arctic Bridge Project

Used in the main girders of a 4.8km long long-span highway bridge in northern Heilongjiang, supporting high traffic loads in ultra-extreme winter conditions down to -60°C.

  • Plate thickness: 35mm-75mm
  • Total usage: 42,800 metric tons
  • Service life: Designed for 120 years in ultra-extreme cold climate
Q420qF steel plate used in Inner Mongolia railway bridge construction

Inner Mongolia High-Altitude Railway Bridge

Applied in a high-speed railway bridge project in northern Inner Mongolia, providing exceptional fatigue resistance and ultra-low temperature performance at -58°C.

  • Plate thickness: 28mm-65mm
  • Total usage: 38,500 metric tons
  • Operates at altitudes over 3000m, -60°C
Q420qF steel plate used in Xinjiang highway bridge construction

Xinjiang Altay Expressway Bridge

Utilized in a heavy-duty expressway bridge in northern Xinjiang province, designed to withstand heavy truck loads and ultra-extreme cold climate conditions down to -55°C.

  • Plate thickness: 30mm-80mm
  • Total usage: 31,200 metric tons
  • Special cryogenic anti-corrosion coating for -60°C environments

Other Typical Applications

Northernmost China high-speed railway bridges
Ultra-extreme cold region heavy-load infrastructure
High-altitude alpine bridge projects in northern China
Arctic port structures in northern China
Long-span highway bridges in ultra-extreme cold regions
Heavy industrial structures in polar cold regions

Frequently Asked Questions (FAQ)

What is the difference between Q420qF and Q420qE steel?

The main differences between Q420qF and Q420qE bridge steel plates are:

  • Impact test temperature: Q420qF (-60°C) vs Q420qE (-40°C)
  • Carbon content: Q420qF (≤0.14%) vs Q420qE (≤0.16%)
  • Phosphorus/Sulfur limits: Q420qF (0.015/0.010%) vs Q420qE (0.020/0.015%)
  • Nickel allowance: Q420qF (1.00%) vs Q420qE (0.50%)
  • Carbon equivalent: Q420qF (0.42%) vs Q420qE (0.45%)
  • Applications: Q420qF for ultra-extreme cold (-60°C), Q420qE for extreme cold (-40°C)

What welding precautions are needed for Q420qF in ultra-extreme cold weather?

Q420qF has excellent weldability (Ceq ≤ 0.42%), but special precautions apply for welding in ultra-extreme cold weather:

  • Preheat base metal to ≥20°C when ambient temperature < -20°C (higher than Q420qE)
  • Preheat to 120-180°C for plates >35mm thick or when temperature < -30°C
  • Use low hydrogen welding electrodes (E5515-G/E5516-G) with ultra-low temperature toughness
  • Maintain interpass temperature ≥120°C during multi-pass welding in ultra-extreme cold conditions
  • Post-weld heat treatment mandatory for thickness >40mm or critical components
  • Welding should be performed in heated sheltered areas when ambient temperature < -30°C

Follow WPS specifically qualified for high-strength steels in ultra-extreme cold environments with impact testing at -60°C.

What is the service temperature range for Q420qF steel?

Q420qF is engineered for ultra-extreme cold environments with the following temperature range:

  • Minimum operating temperature: -60°C (meets impact energy requirements at this temperature)
  • Recommended continuous service: -60°C to 200°C
  • Maximum short-term service temperature: 280°C
  • Optimal welding temperature: ≥20°C (higher preheating required below this)
  • Storage/transport temperature: No lower limit with proper insulation and handling

Q420qF is the ultra-extreme cold temperature grade in the Q420q series, suitable for ultra-extreme cold climate heavy-load applications in northernmost China and high-altitude alpine regions.

What special treatments enhance Q420qF performance in ultra-extreme cold regions?

Several specialized treatments optimize Q420qF for ultra-extreme cold environment heavy-load applications:

  • TMCP (Thermo-Mechanical Control Process) with accelerated cooling and tempering for ultra-fine grain structure
  • Strict impurity control (P≤0.015%, S≤0.010%) to prevent brittle fracture at -60°C
  • Normalized heat treatment with precise temperature control for uniform microstructure
  • Niobium microalloying (up to 0.08%) for strength enhancement and grain refinement
  • Stress relief annealing after welding for all heavy-load components in ultra-extreme cold conditions
  • Special cryogenic anti-corrosion coatings with ultra-low-temperature flexibility for -60°C environments
  • Shot peening for critical components to improve fatigue resistance in ultra-extreme cold conditions

These treatments ensure reliable heavy-load performance in ultra-extreme cold climate conditions down to -60°C.

What quality certifications are provided for Q420qF steel plates?

We provide comprehensive certification for Q420qF steel plates, including:

  • Mill Test Certificate (MTC) EN 10204 3.1 / 3.2 with -60°C impact test results
  • GB/T 714-2015 standard compliance certificate for ultra-low temperature grades
  • Ultra-low-temperature toughness test reports (-60°C Charpy V-notch)
  • Third-party inspection (SGS, BV, TUV) for ultra-extreme cold region projects
  • Welding procedure qualification for high-strength steels in ultra-extreme cold
  • ISO 9001 and CE certification (when required for export to arctic climate countries)
  • Special certification for high-altitude/ultra-extreme cold region applications (when required)

All Q420qF plates undergo 100% ultrasonic testing and additional -60°C impact testing to ensure internal quality for ultra-extreme cold-region heavy-load applications.

Key Advantages of Q420qF

Superior High-Strength Performance

420MPa yield strength provides exceptional load-bearing capacity for long-span and heavy-load bridge applications in ultra-extreme cold regions.

Excellent Ultra-Low Temperature Toughness

Maintains superior toughness at -60°C, ideal for ultra-extreme cold climate regions in northernmost China and high-altitude alpine areas.

Enhanced Weldability

Optimized carbon equivalent (0.42%) ensures excellent welding performance while maintaining high strength in ultra-extreme cold construction conditions.

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