Grade Q370qC
Corresponding Standard GB /T 714-2025
Structural Steel for Bridge
Classification Alloy Steel
Q370qC Chemical Element Composition Content (%)
  Component C Si Mn P S Cr Ni Cu N Ti V Nb B Al ①② H
正火钢 Minimum Value - - 1 - - - - - - 0.006 0.01 0.005 - 0.01 -
Maximum Value 0.18 0.55 1.6 0.03 0.025 0.3 0.3 0.3 0.008 0.03 0.08 0.06 0.0005 0.045 0.0002
  Component C Si Mn P S Cr Ni Cu N Ti V Nb B Al ①② H
热机械轧制钢 Minimum Value - - 0.8 - - - - - - 0.006 0.01 0.01 - 0.01 -
Maximum Value 0.14 0.55 1.6 0.03 0.025 0.3 0.3 0.3 0.008 0.03 0.08 0.09 0.0005 0.045 0.0002
Q370qC 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 ≥510 ReL
≥370
≥20 0°C
t≤12
≥80
12<t≤100
≥120
50<t≤100 ≥510 ReL
≥360
≥20 0°C
≥120
100<t≤150 ≥430 ReL
≥320
≥20 0°C
≥55
Q370qC Corresponding Standards(Same grade name, different standards)

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