Q500qE - GB /T 714-2025

Grade	Q500qE
Corresponding Standard	GB /T 714-2025 Structural Steel for Bridge
Classification	Alloy Steel

Q500qE Chemical Element Composition Content (%)

	Component	C	Si	Mn ^③	P	S	Cr	Ni	Cu	Mo	N	Ti ^①	V ^①	Nb ^①	B ^④	Al ^①②	H ^④
热机械轧制钢	Minimum Value	-	-	0.8	-	-	-	-	-	-	-	0.006	0.01	0.01	-	0.01	-
热机械轧制钢	Maximum Value	0.11	0.55	1.7	0.02	0.01	0.8	0.7	0.3	0.3	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 ^①	V ^①	Nb ^①	B ^⑤	Al ^①②	H ^④
调质钢	Minimum Value	-	-	0.8	-	-	-	-	-	-	-	0.006	0.01	0.005	0.0005	0.01	-
调质钢	Maximum Value	0.11	0.55	1.7	0.02	0.01	0.8	0.7	0.3	0.3	0.008	0.03	0.08	0.06	0.003	0.045	0.0002

Q500qE Mechanical Properties

thickness t mm	Tensile Strength σ_b Mpa	Specified Plastic Yield Strength Rp_0.2 Mpa	Elongation or Extension Rate δ %	Impact Energy Absorption KV2 J
t≤50	≥630	ReL ≥500	≥18	-40°C t≤12 ≥80 12＜t≤100 ≥120
50＜t≤100	≥630	ReL ≥480	≥18	-40°C ≥120
100＜t≤130	≥560	ReL ≥450	≥18	-40°C ≥31

1 Approximate Comparison Table High strength structural steel plates in the quenched and tempered condition

2 Approximate Comparison Table High strength structural steel plates in the quenched and tempered condition

China	International Organization for Standardization
GB	ISO
Q500QE GB/T 34560.4-2017 Q500E GB/T 16270-2009	S500QE ISO 630-4-2012

Q500qE Corresponding Standards(Same grade name, different standards)

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