Grade Q620qD
Corresponding Standard GB /T 714-2025
Structural Steel for Bridge
Classification Alloy Steel
Q620qD Chemical Element Composition Content (%)
  Component C Si Mn P S Cr Ni Cu Mo N Ti V Nb B Al ①② H
热机械轧制钢 Minimum Value - - 0.8 - - - - - - - 0.006 0.01 0.005 - 0.01 -
Maximum Value 0.11 0.5 1.7 0.025 0.015 1 1.2 0.55 0.6 0.008 0.03 0.08 0.09 0.0005 0.045 0.0002
  Component C Si Mn P S Cr Ni Cu Mo N Ti V Nb B Al ①② H
调质钢 Minimum Value - - 0.8 - - 0.4 0.25 0.15 0.2 - 0.006 0.01 0.005 0.0005 0.01 -
Maximum Value 0.14 0.55 1.7 0.025 0.015 0.8 1 0.55 0.5 0.008 0.03 0.08 0.09 0.003 0.045 0.0002
Q620qD Mechanical Properties
thickness
t
mm
Tensile Strength
σb
Mpa
Specified Plastic Yield Strength
Rp0.2
Mpa
Elongation or Extension Rate
δ
%
Impact Energy Absorption
KV2
J
t≤50 ≥720 ReL
≥620
≥15 -20°C
t≤12
≥80
12<t≤100
≥120
50<t≤100 ≥720 ReL
≥580
≥15 -20°C
≥120
Q620qD Corresponding Standards(Same grade name, different standards)

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