Grade :
|
318S13耐腐蚀钢片/板和带材
|
|
|
|
|
|
|
|
Number:
|
X2CrNiMoN22-5-3
|
|
|
|
|
|
|
|
Classification:
|
奥氏体-铁素体不锈钢
|
|
|
|
|
|
|
|
Density:
|
7.8 g/cm ³
|
|
|
|
|
|
|
|
Standard:
|
|
|
|
|
|
|
|
|
EN 10088-2:2005不锈钢。通用耐腐蚀钢片/板和带材交货技术条件
|
|
|
|
|
|
|
|
EN 10088-3:2005不锈钢。一般用途耐腐蚀钢的半成品、棒材、线材、型材和光亮产品的交货技术条件
|
|
|
|
|
|
|
|
EN 10028-7:2007压力用钢制扁平产品。不锈钢
|
|
|
|
|
|
|
|
EN 10222-5:2000压力用钢锻件。马氏体、奥氏体和奥氏体-铁素体不锈钢
|
|
|
|
|
|
|
|
EN 10216-5:2014压力用无缝钢管。技术交付条件。不锈钢管
|
|
|
|
|
|
|
|
EN 10217-7:2005压力用焊接钢管。不锈钢管
|
|
|
|
|
|
|
|
EN 10296-2:2005机械和一般工程用焊接圆钢管。不锈钢。技术交付条件
|
|
|
|
|
|
|
|
EN 10253-3:2008对焊管件。无特殊检验要求的锻造奥氏体和奥氏体-铁素体(双相)不锈钢
|
|
|
|
|
|
|
|
EN 10253-4:2008对焊管件。有特殊检验要求的锻制奥氏体和奥氏体-铁素体(双相)不锈钢
|
|
|
|
|
|
|
|
EN 10272:2007压力用不锈钢棒
|
|
|
|
|
|
|
|
EN 10263-5:2001冷镦和冷挤压用钢条、棒材和线材。不锈钢交货技术条件
|
|
|
|
|
|
|
|
EN 10250-4:2000一般工程用开口钢模锻件。不锈钢
|
|
|
|
|
|
|
|
EN 10297-2:2005机械和一般工程用无缝圆形钢管。不锈钢。技术交付条件
|
|
|
|
|
|
|
|
EN 10088-1:2005不锈钢。不锈钢清单
|
|
|
|
|
|
|
|
EN 10088-5:2009不锈钢。建筑用耐腐蚀钢棒材、棒材、线材、型材和光亮产品的交货技术条件
|
|
|
|
|
|
|
|
EN 10088-4:2009不锈钢。建筑用耐腐蚀钢片/板和带材交货技术条件
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Equivalent grades:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Chemical comb % of steel X2CrNiMoN22-5-3 (318S13 ): EN 10088-2-2005
|
|
|
|
|
|
|
|
|
Elements not listed in this table shall not be intentionally added to the steel without the agreement of the purchaser except for finishing the cast.
|
|
|
|
|
|
|
|
|
C
|
Si
|
Mn
|
Ni
|
P
|
S
|
Cr
|
Mo
|
N
|
max 0.03
|
max 1
|
max 2
|
4.5 - 6.5
|
max 0.035
|
max 0.015
|
21 - 23
|
2.5 - 3.5
|
0.1 - 0.22
|
|
|
|
|
|
|
|
|
|
Mechanical properties of steel X2CrNiMoN22-5-3 (318S13 )
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rm - Tensile strength (MPa) (+A)
|
640-950
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rm - Tensile strength (MPa) (+AT)
|
640-920
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rm - Tensile strength (MPa) (+AT+C)
|
1000-1020
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rp0.2 0.2% proof strength (MPa) (+A)
|
450-500
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rp0.2 0.2% proof strength (MPa) (+AT)
|
450
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
KV - Impact energy (J) transverse, (+A)
|
+20°
|
-40°
|
|
|
|
|
|
|
100
|
40
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
KV - Impact energy (J) longitud., (+A)
|
+20°
|
|
|
|
|
|
|
|
150
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
KV - Impact energy (J) longitud., (+AT)
|
+20°
|
|
|
|
|
|
|
|
120-200
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
KV - Impact energy (J) transverse, (+AT)
|
+20°
|
-196°
|
-40°
|
|
|
|
|
|
90-100
|
40
|
40
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A - Min. elongation at fracture (%) (+A)
|
20-25
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A - Min. elongation at fracture (%) transverse, (+AT)
|
22
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A - Min. elongation at fracture (%) longitud., (+AT)
|
22-30
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nominal diameter (mm):
|
2月25日
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Z - Reduction in cross section on fracture (%)
|
50-55
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Brinell hardness (HB): (+A)
|
270
|
|
|
|
|
|
|
|
Brinell hardness (HB): (+AT)
|
290
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|