Performance of China Standard Q620qE Bridge Steel Plate (Quenched and Tempered)
Q620qE Similar Grade Lookup Table
Q620qE Bridge Steel Plate Chemical composition of tempered steel
| Grade | Quality grade |
Chemical Composition(Quality Fraction)/% | ||||||||||||||||||||||||||||||||||||||||
| C | Si | Mn | S | P | Nbᵃ | Vᵃ | Tiᵃ | Alsᵃ,ᵇ | Cr | Ni | Cu | Mo | N | |||||||||||||||||||||||||||||
| ≤ | ||||||||||||||||||||||||||||||||||||||||||
| Q620q | E | 0.14 | 0.55 | 0.80~ 1.70 |
≤0.010 | ≤0.020 | 0.005~ 0.090 |
0.010~ 0.080 |
0.006~ 0.030 |
0.010~ 0.045 |
0.40~ 0.8 |
0.25~ 1.0 |
0.15~ 0.55 |
0.20~ 0.50 |
≤0.0080 | |||||||||||||||||||||||||||
| Note: Element B can be added at a rate of 0.0005% to 0.0030%. | ||||||||||||||||||||||||||||||||||||||||||
| a:Al, Nb, V, and Ti can be added to steel individually or in combination. When added individually, they should comply with the provisions in the table. When added in combination, at least one alloying element should be added at the lower limit specified in the table, and the content of Nb+V+Ti should be less than 0.22%. b:When using total aluminum (Alt) content for calculation, the total aluminum content should be 0.015%~0.050%. |
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Q620qE Bridge Steel Plate Mechanical properties of steel
| Grade | Quality grade | Tensile testᵃ,ᵇ | Impact testᶜ | |||||||||||||||||||||
| Lower yield strength ReL/MPa | Tensile strength Rm/MPa |
Elongation after fracture A/% |
Temperature℃ | Impact absorption energy KV2/J |
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| Thickness≤50mm | 50mm<Thickness≤100mm | 100mm<Thickness≤150mm | ||||||||||||||||||||||
| ≥ | ≥ | |||||||||||||||||||||||
| Q620q | E | 620 | 580 | — | 720 | 15 | -40 | 120 | ||||||||||||||||
| a:When the yield strength is not obvious, Rp0.2 can be measured instead of the lower yield strength. b:For tensile tests, transverse specimens are taken. c:Longitudinal specimens are used for impact testing. |
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