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- Boiler steels
- High carbon steel
- High Yield steel
- steel for welded tubes
- General construction steel
- steel with Cr.,Mo.,Cr-Mo
- Steel for large diameter pipes
- Simple pressure vessels steel
- Steel for gas cylinders and gas vessels
- General purpose structural steels
- Steel for boilers and pressure vessels
- steel resistant to atmospherical corrosion
- Carbon steel and low alloy steel
- Fine-grain structural steels,normalised rolled
- weldable normalized fine grained pressure vessel steels
Brief introduction of Q345qE-Z35 bridge steel
Q345qE-Z35 is bridge steel with Z-direction properties. Q: the first letter of the Chinese Pinyin character for the yield strength of bridge steel; 345: specifies the minimum yield strength value , unit MPa; q: the first letter of the Chinese pinyin of the word "bridge" for bridge steel; E: the quality grade is E, Z35 is the Z-direction performance, and the impact temperature of Q345qE is -40 degrees.
Q345qE-Z35 bridge steel chemical composition elements, melting analysis:
C≤0.2; Si≤0.55; Mn: 0.9-1.7; P≤0.03; S≤0.025; Ni≤0.5; Cr≤0.8; Mo≤0.2; Cu≤0.55; Nb≤0.06; V≤0.08; Ti≤0.03; Als≥0.015; N≤0.012.
Q345qE-Z35 steel mechanical properties:
Delivery Status | Thickness (mm) | Mechanical properties | ||
Hot rolled, normalized | ≤16 | ReL(MPa) | ≥345 | |
Rm(MPa) | 510-650 | |||
A(%) | ≥21 | |||
Impact temperature | 0 | |||
Akv(J) | ≥47 | Longitudinal | ||
Bending diameter | 2a | |||
Bending angle | 180 | |||
>16-35 | ReL(MPa) | ≥325 | ||
Rm(MPa) | 490-630 | |||
A(%) | ≥20 | |||
Impact temperature | -20 | |||
Akv(J) | ≥47 | Longitudinal; V-shaped aging impact ≥47J | ||
Bending diameter | 3a | |||
Bending angle | 180 | |||
>35-50 | ReL(MPa) | ≥315 | ||
Rm(MPa) | 470-610 | |||
A(%) | ≥20 | |||
Impact temperature | -40 | |||
Akv(J) | ≥47 | Longitudinal; V-shaped aging impact ≥47J | ||
Bending diameter | 3a | |||
Bending angle | 180 |
Q345qE-Z35 steel size, shape, weight and tolerance:
1. The size, shape, weight and allowable tolerance of the steel plate shall comply with the provisions of the GB/T 709 standard.
2. The thickness tolerance shall be implemented in accordance with Class B or Class C of GB/T709, and shall be indicated in the contract.
3. The theoretical weight of the steel plate is delivered, and the thickness used for the theoretical weight calculation is the arithmetic mean of the maximum thickness and the minimum thickness allowed by the steel plate. The density of steel is 7.85g/3.