GB/T 4171 Q295GNH is a cost-effective weathering structural steel under Chinese standards, suitable for outdoor steel structures that require high durability and low maintenance costs. Its core value lies in utilizing the material's inherent corrosion resistance to ensure long-term structural safety and reduce life-cycle costs.
Standard :
GB/T 4171Grade :
Q295GNHThickness :
6.0 - 200.0 mmWidth :
1500.0 - 4050.0 mmLength :
3000.0 - 15000.0 mmSpecial thickness, width, and length can be negotiated separately.
We also provide customized processing services.If you have any questions, please contact us.
GB/T 4171 Q295GNH is an economical, environmentally friendly, and durable high-performance weathering structural steel. Thanks to its excellent atmospheric corrosion resistance, good mechanical properties, and weldability, it offers significant technical and economic advantages in outdoor engineering applications. It is particularly suitable for outdoor steel structure projects that prioritize low life-cycle costs, reduced maintenance, and can accommodate a unique weathered rust appearance. This makes it an ideal material for green buildings and high-end equipment manufacturing. When selecting materials, it is necessary to weigh its cost-effectiveness against ordinary coated steels or higher-grade weathering steels (such as Q355GNH) based on the specific usage environment, design life, and aesthetic requirements.
| Grade | Q295GNH |
|---|---|
| Standard | GB/T 4171 (Atmospheric corrosion resisting structural steel) |
| Quality Grade | A, B, C, D, E (The main difference lies in the varying impact test temperature requirements) |
| Classification | High Weathering Steel High weathering steel (GNH series) exhibits better atmospheric corrosion resistance compared to welded weathering steel (NH series), but slightly inferior weldability. |
| Delivery Conditions | As Rolled (AR), Normalized (N) or Thermo-Mechanical Controlled Processed (TMCP) |
| Surface Conditions | Generally provided as rolled surface, can be processed as required, such as shot blasting, pickling, etc. |
| Weldability | Good weldability, although attention must be paid to controlling heat input, using matching weathering steel welding materials to preserve the corrosion resistance of the weld area. |
| Machinability | Good machinability, it can be processed by flame cutting, plasma cutting, laser cutting, etc., and offers good performance in cold bending, stamping, and drilling. |
| Quality Control | Certificate of Quality. If required, Ultrasonic testing (UT), Charpy V-notch impact test, Z-direction property test (Grades Z15/Z25/Z35) can be added. |
1. Excellent atmospheric corrosion resistance: Its corrosion resistance is 2–8 times that of ordinary carbon steel (such as Q235), significantly extending its service life.
2. Potential for thickness reduction: Due to its corrosion resistance, thinner specifications can be considered during design, achieving weight reduction and material savings.
3. No painting or simplified painting required: In non‑severely polluted environments or where appearance requirements are not high, it can be used without coating, forming a stable and aesthetically pleasing rust‑red protective layer. This eliminates the costs of initial painting and maintenance painting, making it one of its greatest advantages.
4. Good mechanical properties: Possesses the strength, plasticity, and toughness required for structural steel.
5. Good weldability: Appropriate welding processes and materials should be employed during welding to maintain the corrosion resistance of the welded joints.
6. Good workability: Capable of being processed through cutting, cold bending, stamping, etc.
| Grade | Q295GNH | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Element | C | Si | Mn | P | S | Cu | Cr | Ni | Nb, V, Ti |
| Content (max, %) | 0.12 | 0.10 - 0.40 | 0.20 - 0.50 | 0.07 - 0.12 | 0.020 | 0.25 - 0.45 | 0.30 - 0.65 | 0.25 - 0.50 | Can be added |
* Calculate using the standard formula recommended by the International Institute of Welding (IIW): CE = C + Mn/6 + (Cr+Mo+V)/5 + (Ni+Cu)/15.
| Grade | Thickness (t) [mm] | Yield Strength (ReH) [min, MPa] | Tensile Strength (Rm) [MPa] | Elongation (A) [min, %] | 180° Bend Test Mandrel Diameter |
|---|---|---|---|---|---|
| Q295GNH | t ≤ 6 | 295 | 430 - 560 | 24 | a |
| 6< t ≤ 16 | 295 | 430 - 560 | 24 | 2a | |
| 16 < t ≤ 40 | 285 | 430 - 560 | 24 | 3a | |
| 40 < t ≤ 60 | - | 430 - 560 | - | 3a | |
| t > 60 | - | 430 - 560 | - | 3a |
Note: "a" is the thickness of the steel material.
| Quality Grade | Charpy V-notch Impact Test | ||
|---|---|---|---|
| Orientation of test pieces | Temperature (°C) | Impact Energy (KV2 / J) | |
| A | longitudinal | - | - |
| B | longitudinal | +20 | ≥ 47 |
| C | longitudinal | 0 | ≥ 34 |
| D | longitudinal | -20 | ≥ 34 |
| E | longitudinal | -40 | ≥ 27 |
* The main difference lies in the varying impact test temperature requirements, ranging from Grade A (no requirement) to Grade E (-40°C), with progressively increasing demands for low-temperature toughness.
Based on its excellent mechanical properties, weldability, and outstanding atmospheric corrosion resistance, Q295GNH High Weathering Steel (Corten Steel) Plate is primarily applied in the following fields:
a) Railway Bridges: Particularly for steel truss girders, steel box girders, and upper structures of piers in high-speed railways and passenger-dedicated lines. Examples include canopies and pedestrian bridges at many high-speed railway stations.
b) Highway Bridges: Used for main beams, arch ribs, and bridge deck systems in steel bridges. The use of weathering steel can reduce or eliminate the need for painting, lower maintenance costs over the lifecycle, and achieve a "rust aesthetic."
a) Large Public Buildings: Such as stadiums, exhibition halls, and airport terminals that feature exposed structures. Their distinctive stable rust-red appearance is often used by architects as a design element ("rust steel plate" effect), combining art and functionality.
b) High-Rise Buildings: External support structures, curtain wall frameworks, etc.
c) Outdoor Sculptures and Art Installations.
a) Power Transmission Towers: Such as high-voltage transmission towers, especially in corrosive environments like coastal or industrial areas, significantly extending service life.
b) Communication Towers and Lighthouse Structures.
c) External Structures of Large Outdoor Storage Tanks and Silos.
a) Railway Freight Cars: Such as coal cars and ore cars, used for sidewalls, end walls, and other parts to resist corrosion in harsh environments.
b) Containers.
c) Outdoor Structural Components of Engineering Machinery.
a) Noise Barriers for Highways.
b) Frameworks for Outdoor Billboards and Signage.
c) Structures Exposed to the Atmosphere in Port Machinery and Mining Equipment.
1. Welding: Low-hydrogen electrodes or welding rods specifically designed for weathering steel should be used during welding. Appropriate preheating and welding techniques must be employed to maintain the corrosion resistance of the weld area.
2. Initial Maintenance: Before a stable rust layer forms (approximately 1–3 years, depending on the environment), rust runoff may occur. The formation of a stable rust layer can be accelerated through "induced acidification treatment."
3. Suitable Environment: It is most suitable for use in dry, well-ventilated atmospheric environments. In environments with prolonged humidity, exposure to salt (such as coastal areas), or severe industrial acid rain pollution, its advantages may diminish, and protective coatings may be required.
4. Design Considerations: Structural designs should avoid traps that easily accumulate water and dust to promote uniform rust layer formation and drying.
5. Post-Processing: After cutting or welding, the steel should ideally be exposed to the natural environment to allow the formation of a stable rust layer, or surface treatment should be performed according to specifications to accelerate its development.
| Quality Grade | Impact Temperature | Applicable Environment |
|---|---|---|
| A | No requirement | Room temperature, low stress, non-critical structures |
| B | +20°C | General outdoor environments, basic toughness requirements |
| C | 0°C | Cold regions (minimum temperature ≥ -10°C) |
| D | -20°C | Severe cold regions (minimum temperature ≥ -30°C) |
| E | -40°C | Extreme cold regions (minimum temperature ≥ -40°C) |
| Grade | Yield Strength (MPa) | Tensile Strength (MPa) | Elongation (A) [min, %] | Delivery Conditions |
|---|---|---|---|---|
| Q355GNH | 355 | 490 - 630 | 22 | As Rolled, Normalized or Thermo-Mechanical Controlled Processed |
| Q310GNH | 310 | ≥ 450 | 26 | Cold Rolled |
| Q295GNH | 295 | 430 - 560 | 24 | As Rolled, Normalized or Thermo-Mechanical Controlled Processed |
| Q265GNH | 265 | ≥ 410 | 27 | Cold Rolled |
| * Thickness ≤ 16mm | ||||
A:
Inland, dry environments: 50+ years (maintenance-free); industrial/suburban environments: 30–50 years; coastal areas with low salt spray: 15–25 years (additional corrosion protection required in areas with high salt spray).
A:
Use with caution. In environments with high salt spray levels or high chloride ion concentrations, the rust layer on standard weathering steel is easily penetrated, accelerating corrosion and potentially leading to pitting or perforation.
A:
It has good welding properties and can be welded using conventional processes such as manual arc welding and gas shielded arc welding.
A:
In normal atmospheric conditions (urban or rural), painting is not required; a stable passivation layer will form after 6–18 months of exposure, providing a corrosion resistance lifespan of 80–100 years.
High-humidity / highly corrosive environments (coastal areas, industrial acid rain, salt spray zones): It is recommended to apply a thin coat of weathering primer initially or to carry out regular maintenance to prevent the early loss of the rust layer.
Concealed / damp, poorly ventilated areas: Waterproofing and anti-corrosion coating must be applied to prevent localised rusting from worsening.
A:
The rate at which the oxidation layer forms depends on climatic conditions. In outdoor environments with significant fluctuations between dry and wet conditions, it typically takes between six months and two years for a stable, dark brown protective layer to form. During the initial stage, rust streaks may form, so care should be taken to protect the surrounding building surfaces.
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