Plates - VÍTKOVICE STEEL, as

Transcription

Plates - VÍTKOVICE STEEL, as
Plates
Product catalogue
2
Contents
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Company profile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Structural Steels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Structural steels with improved atmospheric corrosion resistance (ATMOFIX) . . . . . . . 11
Hot-rolled plates for cold forming . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Ship building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Thermomechanical rolled plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
for welded pipes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Normalized plates for welded pipes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Offshore structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Quenched and tempered plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Non-alloy or alloy steels for quenching and tempering . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Case hardening steels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
Nitriding steels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Tool steels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Boiler and Pressure Vessels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
Delivery conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
Plate marking at EVS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Plate marking at EPB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Material certificates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Samples of product certificates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
3
Introduction
Informative basic sizes of delivered plates 1)
Length (max.)
21 000 mm
Width
1 000–3 200 mm
Thickness 5–200 mm
Weight (max.)
24 000 kg
1) All dimensions listed are approximate. Actual plate sizes available depend on the combination of length, width and thickness as well as on material
specification. For particular information, contact EVRAZ VÍTKOVICE STEEL, a.s. or EVRAZ PALINI E BERTOLI S.p.a.
DELIVERY CONDITIONS OF PLATES (HEAT TREATMENT):
AR N
NT A
M (TMCP) QT – As rolled
– Normalized
– Normalized and tempered
– Annealed
– Thermomechanical rolled
– Quenched and tempered
FOR MORE INFORMATION OR ASSISTANCE REGARDING YOUR STEEL PLATE NEEDS,
PLEASE CONTACT EVRAZ VÍTKOVICE STEEL, a.s. or EVRAZ PALINI E BERTOLI S.p.a.
EVRAZ VÍTKOVICE STEEL, a.s.
706 02 Ostrava-Vítkovice
Czech Republic
EVRAZ Palini e Bertoli S.p.a.
Via E. Fermi 28
33058 San Giorno di Nogaro (UD)
Italy
Website: www.evrazeurope.com
E-mail: [email protected]
Eastern and Northen Europe: + 420 59 5951111
Southern Europe: +39 0431 623111
Western Europe, Germany: +49 211 8632430
Other markets: +41 41 5609797
4
Company profile
EVRAZ EUROPE
operates two rolling mills with a long tradition in steel manufacturing:
EVRAZ VÍTKOVICE STEEL, a.s. in the Czech Republic and EVRAZ Palini e Bertoli S. p. a. in Italy. Plates are rolled on four-high rolling mills from
continuously cast slabs.
The plate product mix is designed for:
• Steel and bridge structures
• Ship building
• Transport machines and vehicles
• Atmospheric corrosion-resistant structures
• Pipelines
• Offshore structures
• Pressure vessels used in normal or elevated temperatures
• Flame-cut shapes
• Case hardened components
• Nitrided components
• Tools
Mill certificates
EVRAZ VÍTKOVICE STEEL, a.s. holds the Quality Management System (QMS)
Certificate acc. to EN ISO 9001:2000, API Spec. Q1 and the Environmental Management System
Certificate (EMS) acc. to EN ISO 14001:2004.
EVRAZ PALINI E BERTOLI S.p.A. holds the Quality Management System Certificate (QMS) acc.
to EN ISO 9001:2008, the Environmental Management System Certificate (EMS) acc. to EN ISO
14001:2004 and the Occupational Health and Safety Management System Certificate (OHSMS)
acc. to BS OHSAS 18001:2007
P l at e s
5
CERTIFICATO N.
CERTIFICATE No.
1438/98/S
SI CERTIFICA CHE IL SISTEMA DI GESTIONE PER LA QUALITÀ DI
Per informazioni sulla validità
del certificato, visitare il sito
www.rina.org
IT IS HEREBY CERTIFIED THAT THE QUALITY MANAGEMENT SYSTEM OF
EVRAZ PALINI E BERTOLI S.P.A.
For information concerning
validity of the certificate, you
can visit the site
www.rina.org
VIA ENRICO FERMI 28 33058 SAN GIORGIO DI NOGARO (UD) ITALIA
NELLE SEGUENTI UNITÀ OPERATIVE / IN THE FOLLOWING OPERATIONAL UNITS
VIA ENRICO FERMI 28 33058 SAN GIORGIO DI NOGARO (UD) ITALIA
È CONFORME ALLA NORMA / IS IN COMPLIANCE WITH THE STANDARD
ISO 9001:2008
PER I SEGUENTI CAMPI DI ATTIVITÀ / FOR THE FOLLOWING FIELD(S) OF ACTIVITIES
EA:17
EA:29A
PRODUZIONE E COMMERCIALIZZAZIONE DI LAMIERE DA TRENO IV IN ACCIAIO COMUNE E SPECIALE MEDIANTE
PROCESSO DI LAMINAZIONE A CALDO.
Riferirsi al Manuale della Qualità
per i dettagli delle esclusioni ai
requisiti della norma
PRODUCTION AND TRADE OF NORMAL QUALITY AND SPECIAL HOT ROLLED STEEL PLATES FROM A QUARTO
TRAIN MILL.
Reference is to be made to the
Quality Manual for details
regarding the exemptions from the
requirements of the standard
La validità del presente certificato è subordinata a sorveglianza periodica annuale / semestrale ed al riesame completo del sistema di gestione con periodicità triennale
The validity of this certificate is dependent on an annual / six monthly audit and on a complete review, every three years, of the management system
L'uso e la validità del presente certificato sono soggetti al rispetto del documento RINA: Regolamento per la Certificazione di Sistemi di Gestione per la Qualità
The use and validity of this certificate are subject to compliance with the RINA document : Rules for the certification of Quality Management Systems
Prima emissione
First Issue
15.10.1998
Emissione corrente
Current Issue
05.01.2011
Data scadenza
Expiry Date
15.10.2013
Dott. Roberto Cavanna
(Direttore della Divisione Certificazione)
CISQ è la Federazione Italiana di
Organismi di Certificazione dei
sistemi di gestione aziendale
RINA Services S.p.A.
Via Corsica 12 - 16128 Genova Italy
SGQ N° 002 A SSI N° 001 G
SGA N° 002 D DAP N° 001 H
PRD N° 002 B PRS N° 066 C
SCR N° 003 F LAB N° 0832
Membro degli Accordi di Mutuo
Riconoscimento EA, IAF e ILAC
Signatory of EA, IAF and ILAC Mutual
Recognition Agreements
CISQ is the Italian
Federation of management
system Certification Bodies
6
Structural Steels
PLATES OF STEELS ACCORDING TO EN 10025-2 with „CE“ marking
The most commonly used structural steels have a minimum yield strength of minimum 235 MPa and a guaranteed weldability that can be used for less
demanding steel structures for bridges, halls, railway sections, and motor vehicles, etc.
Min. Yield
Strength ReH 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5.65√S0)
[%]
Min. Impact
Energy KV
[°C/J] – longitudinal
CEV max. 1)
Thickness
[mm]
Thickness
for option (C)
[mm]
S235JR(C)/1.0038(1.0122)4)
235
360–510
24
+20/27
0.35
5–200
5–30 3)
S235J0(C)/1.0114(1.0115)
235
360–510
24
0/27
0.35
5–200
5–30 3)
S235J2(C)/1.0117(1.0119)4)
235
360–510
24
-20/27
0.35
5–200
5–30 3)
S275JR(C)/1.0044(1.0128)4)
275
410–560
21
+20/27
0.40
5–200
5–30 3)
S275J0(C)/1.0143(1.0140)
275
410–560
21
0/27
0.40
5–200
5–30 3)
S275J2(C)/1.0145(1.0142)4)
275
410–560
21
-20/27
0.40
5–200
5–30 3)
S355JR(C)/1.0045(1.0551)
355
470–630
20
+20/27
0.45
5–200
5–30 3)
S355J0(C)/1.0553(1.0554)
355
470–630
20
0/27
0.45
5–160
5–30 3)
S355J2(C)/1.0577(1.0579)4)
355
470–630
20
-20/27
0.45
5–160
5–30 3)
S355K2(C)/1.0596(1.0594)4)
355
470–630
20
-20/40
0.45
5–160
5–30 3)
Designation/
Steel number
1)
; valid for thicknesses of up to 30 mm, for higher thicknesses refer to the standard
2) Valid for thicknesses up to 16 mm, for higher thickness refer to the standard
3) According to the standard
4) In accordance with AD2000–Merkblatt W 0 Directive.
EQUIVALENT DESIGNATION
EN 10025-2
EN 10025+A1
DIN 17100
BS 4360
NFA 35-501
S235JR(C)
S235JRG2(C)
S235J0(C)
S235J0(C)
RSt 37 - 2
40 B
E 24 - 2
St 37 - 3U
40 C
E 24 - 3
S235J2(C)
S235J2G4(C)
S275JR(C)
S275JR(C)
St 37 - 3N
40 D
E 24 - 4
St 44 - 2
43 B
E 28 - 2
S275J0(C)
S275J0(C)
S275J2(C)
S275J2G4(C)
St 44 - 3U
43 C
E 28 - 3
St 44 - 3N
43 D
E 28 - 4
S355JR(C)
S355JR(C)
S355J0(C)
S355J0(C)
–
50 B
E 36 - 2
St 52 - 3U
50 C
E 36 - 3
S355J2(C)
S355J2G4(C)
St 52 - 3N
50 D
–
S355K2(C)
S355K2G4(C)
–
50 DD
E 36 - 4
7
PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10025-3 with „CE“ marking
Structural steels with a guaranteed fine-grain structure and a low carbon equivalent. Thanks to the minimum yield strength of up to 460 MPa and
a guaranteed impact energy at -50 °C, these steels are suitable for more demanding steel structures and their supporting elements.
They are suitable for the construction of railway and motor vehicles, as well.
Designation/
Steel number
Min. Yield
Strength ReH 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5.65√S0)[%]
Min. Impact
Energy KV
[°C/J] – longitudinal
CEV max.1)
S275N/1.0490
275
370–510
24
-20/40
0.40
5–100 3)
S275NL/1.0491
275
370–510
24
-50/27
0.40
5–100 3)
S355N/1.0545
355
470–630
22
-20/40
0.43
5–100 3)
S355NL/1.0546
355
470–630
22
-50/27
0.43
5–100 3)
S420N/1.8902
420
520–680
19
-20/40
0.48
5–80
S420NL/1.8912
420
520–680
19
-50/27
0.48
5–80
S460N/1.8901
460
550–720
17
-20/40
0.53
6–80
S460NL/1.8903
460
550–720
17
-50/27
0.53
6–80
; valid for thicknesses of up to 63 mm; for higher thicknesses refer to the standard
1)
2) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
3) Higher thicknesses upon request
EQUIVALENT DESIGNATION
EN 10025-3
EN 10113-2
DIN 17102
S275N
S275N
StE 285
S275NL
S275NL
TStE 285
S355N
S355N
StE 355
S355NL
S355NL
TStE 355
S420N
S420N
StE 420
S420NL
S420NL
TStE 420
S460N
S460N
StE 460
S460NL
S460NL
TStE 460
Thickness
[mm]
8
THERMOMECHANICAL ROLLED OF FINE-GRAIN STEEL PLATES, ACCORDING TO EN 10025-4 with „CE“ marking
Thermomechanical rolled plates of structural steels have a low carbon equivalent, and thus excellent welding properties. They are used for more
demanding steel structures and their supporting elements. The impact energy is guaranteed at temperatures as low as -50 °C, facilitating a wide range
of usage.
Designation/
Steel number
Min. Yield
Strength ReH 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5.65√S0)[%]
Min. Impact
Energy KV
[°C/J] – longitudinal
CEV max.1)
Thickness
[mm]
S275M/1.8818
275
370–530
24
-20/40
0,34
8–40
S275ML/1.8819
275
370–530
24
-50/27
0,34
8–40
S355M/1.8823
355
470–630
22
-20/40
0,39
8–40
S355ML/1.8834
355
470–630
22
-50/27
0,39
8–40
S420M/1.8825
420
520–680
19
-20/40
0,43
8–40
S420ML/1.8836
420
520–680
19
-50/27
0,43
8–40
S460M/1.8827
460
540–720
17
-20/40
0,45
8–303)
S460ML/1.8838
460
540–720
17
-50/27
0,45
8–303)
1)
; valid for thicknesses of up to 16 mm; for higher thicknesses refer to the standard
2) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
3) Higher thicknesses upon request
EQUIVALENT DESIGNATION
EN 10025-4
EN 10113-3
SEW 092
S275M
S275M
–
S275ML
S275ML
–
S355M
S355M
QStE 380 TM
S355ML
S355ML
–
S420M
S420M
QStE 420 TM
S420ML
S420ML
–
S460M
S460M
QStE 460 TM
S460ML
S460ML
–
9
PLATES OF STEELS ACCORDING TO astm
Designation
Grade
A 36
A
A 283
A 529
Min. Yield
Strength
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
Thickness
[mm]
250
400–550
20/23
2)
5–200
27/30
2)
5–80
5–80
165
310–415
B
185
345–450
25/28
2)
C
205
380–515
22/25
2)
5–80
5–80
D
230
415–550
20/23
2)
50 (345)
345
485–690
18/21
2)
5–25 3)
17/20
2)
5–25 3)
55 (380)
380
Maximum value of the carbon equivalent as per the formula
1) Testing upon agreement
2) Testing temperature and minimum impact energy upon agreement
3) According to the standard
485–690
upon agreement
10
PLATES OF FINE-GRAIN STEELS ACCORDING TO astm
Designation
A 572
(type 1, 2, 3)
A 573
A 633
Grade
Min. Yield
Strength
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
Thickness
[mm]
42 (290)
290
415 min.
20/24
2)
5–80 4)
50 (345)
345
450 min.
18/21
2)
5–100 4)
5–50 3)
55 (380)
380
485 min.
17/20
2)
60 (415)
415
520 min.
16/18
2)
5–32 3)
58 (400)
220
400–490
21/24
2)
5–40 3)
5–40 3)
5–40 3)
65 (450)
240
450–530
20/23
2)
70 (485)
290
485–620
18/21
2)
A
290
430–570
18/23
-60/20
5–80
C
345
485–620
18/23
-60/20
5–80
D
345
485–620
18/23
-60/20
5–80
Maximum value of the carbon equivalent as per the formula
1) Testing upon agreement
2) Testing temperature and minimum impact energy upon agreement
3) According to the standard
4) Higher thickness upon agreement
upon agreement
11
Structural steels with improved atmospheric
corrosion resistance (ATMOFIX)
Plates of structural steels with improved atmospheric corrosion resistance do not require – unlike common steels – expensive surface treatments
(painting). They feature increased resistance even against the impacts of the atmosphere, which contains sulphur. Their key use is in the area of
construction and the building of bridges, but they can be used for chimney stacks and waste gas duct structures, as well.
PLATES OF STEELS ACCORDING TO EN 10025-5 with „CE“ marking
Designation/
Steel number
Min. Yield
Strength ReH 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5.65√S0)
[%]
Min. Impact
Energy KV
[°C/J] – longitudinal
CEV max.1)
Thickness
[mm]
S235J0W/1.8958
235 2)
360–510
24
0/27
0.44
6–80
S235J2W/1.8961
235 2)
360–510
24
-20/27
0.44
6–80
S355J0WP/1.8945
355
470–630
20
0/27
0.52
6–12 3)
S355J2WP/1.8946
355
470–630
20
-20/27
0.52
6–12 3)
S355J0W/1.8959
355 2)
470–630
20
0/27
0.52
6–80 4)
S355J2W/1.8965
355 2)
470–630
20
-20/27
0.52
6–80 4)
S355K2W/1.8967
355 2)
470–630
20
-20/40
0.52
6–80 4)
1)
2) Valid for plates with thicknesses of up to 16 mm, for higher thicknesses refer to the standard
3) According to the standard
4) Higher thicknesses of up to 100 mm upon agreement
EQUIVALENT DESIGNATION
EN 10025-5
EN 10155
SEW 087
CAN/CSA – G40.21-M
S235J0W
S235J0W
–
–
S235J2W
S235J2W
WTSt 37 - 3
–
S355J0WP
S355J0WP
–
–
S355J2WP
S355J2WP
–
–
S355J0W
S355J0W
–
–
S355J2W
S355J2G2W
WTSt 52 - 3
350AT
S355K2W
S355K2G2W
–
–
PLATES OF STEELS ACCORDING TO ASTM
Designation
A 588
Grade
Min. Yield
Strength
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
Thickness
[mm]
A
345
485 min.
18/21
2)
6–80
6–80
6–80
B
345
485 min.
18/21
2)
K
345
485 min.
18/21
2)
Maximum value of the carbon equivalent as per the formula
1) Testing upon agreement
2) Temperature and minimum impact energy testing upon agreement
on agreement
12
Hot-rolled plates for cold forming
THERMOMECHANICAL ROLLED PLATES OF STEELS ACCORDING TO EN 10149-2
Standard methods used for processing these plates are bending, fl anging, cold roll forming, etc. Upon agreement, these plates can be
delivered ready for hot-dip zinc-coating. These plates have excellent weldability thanks to their low carbon equivalent.
Designation/
Steel number
Min. Yield
Strength ReH
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5.65√S0)
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
Transverse
Bend Test 2)
Thickness
[mm]
S315MC/1.0972
315
390–510
24
-20/40
0 t
8–20 3)
S355MC/1.0976
355
430–550
23
-20/40
0.5 t
8–20 3)
S420MC/1.0980
420
480–620
19
-20/40
0.5 t
8–20 3)
S460MC/1.0982
460
520–670
17
-20/40
1 t
8–20 3)
S500MC/1.0984
500
550–700
14
-20/40
1 t
8–16 3)
S550MC/1.0986
550
600–760
14
-20/40
1.5 t
8–16 3)
Maximum value of the carbon equivalent based on the formula
1) Testing upon agreement
2) Minimum former diameter for 180° bend angle; t – plate thickness
3) According to the standard
, upon agreement
EQUIVALENT DESIGNATION
EN 10149-2
SEW 092
S315MC
(QStE 340 TM)
S355MC
(QStE 380 TM)
S420MC
QStE 420 TM
S460MC
QStE 460 TM
S500MC
QStE 500 TM
S550MC
QStE 550 TM
13
NORMALIZED PLATES OF STEELS ACCORDING TO en 10149-3
These plates guarantee suitability for cold forming because of their technological processing. Standard methods used for processing
these plates are bending, fl anging, cold roll forming, etc. Based on agreement these plates can be delivered ready for hot-dip zinc-coating.
Designation/
Steel number
Min. Yield
Strength ReH
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5.65√S0)
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
Transverse
Bend Test 2)
Thickness
[mm]
S260NC/1.0971
260
370–490
30
-20/40
0 t
5–20 3)
S315NC/1.0973
315
430–550
27
-20/40
0.5 t
5–20 3)
S355NC/1.0977
355
470–610
25
-20/40
0.5 t
5–20 3)
S420NC/1.0981
420
530–670
23
-20/40
0.5 t
5–20 3)
Maximum value of the carbon equivalent as per the formula
1) Testing upon agreement
2) Minimum former diameter for 180° bend angle; t – plate thickness
3) According to the standard
, upon agreement
EQUIVALENT DESIGNATION
EN 10149-3
SEW 092
S260NC
QStE 260N
S315NC
(QStE 340N)
S355NC
(QStE 380N)
S420NC
QStE 420N
14
Ship building
PLATES ACCORDING TO INDIVIDUAL SHIPPING COMPANIES
ABS – American
Bureau of Shipping
BV – Bureau Veritas
ČLPR – Czech Shipping
and Industrial register
GL – Germanischer Lloyd
DNV – Det Norske Veritas
LR – Lioyd‘s Register
of Shipping
RINA –
Registro Italiano Navale
PC – Morskoj Registr
Sudochodstva
Min.
Yield Strength ReH
[MPa]
Min.
Impact Energy KV
[°C/J] – longitudinal
Normal Strength
Steel Grades
Steel Group
Plates of structural steel grades according to the requirements of the inspection companies ABS, BV, DNV, LR, and others, with a minimum yield
strength 235 to 355 MPa are used for ship and watercraft construction. The quality of this assortment is guaranteed by product certification
awarded by the individual shipping companies.
–
A
A
A
A
A
A
A
A
0/27
B
B
B
B
B
B
B
B
-20/27
D
D
D
D
D
D
D
D
-40/27
E
E
E
E
E
E
E
E
0/31
AH 32
AH 32
A 32
A 32
A 32
AH 32
AH 32
A 32
-20/31
DH 32
DH 32
D 32
D 32
D 32
DH 32
DH 32
D 32
-40/31
EH 32
EH 32
E 32
E 32
E 32
EH 32
EH 32
E 32
0/34
AH 36
AH 36
A 36
A 36
A 36
AH 36
AH 36
A 36
-20/34
DH 36
DH 36
D 36
D 36
D 36
DH 36
DH 36
D 36
-40/34
EH 36
EH 36
E 36
E 36
E 36
EH 36
EH 36
E 36
235
High Strength
Steel Grades
315
355
Maximum value of the carbon equivalent based on the formula
, upon agreement
15
PLATES ACCORDING TO astm a 131
Designation
A131
Grade
Min. Yield
Strength
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
A
235
400–520
21/24
+20/27
5–80
B
235
400–520
21/24
0/27
5–80
D
235
400–520
21/24
-20/27
5–80
E
235
400–520
21/24
-40/27
5–80
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
Thickness
[mm]
AH 32
315
440–590
19/22
0/31
5–80
DH 32
315
440–590
19/22
-20/31
5–80
EH 32
315
440–590
19/22
-40/31
5–80
AH 36
355
490–620
19/22
0/34
5–80
DH 36
355
490–620
19/22
-20/34
5–80
EH 36
355
490–620
19/22
-40/34
5–80
Maximum value of the carbon equivalent based on the formula
1) Valid for thicknesses of up to 50 mm, for higher thicknesses refer to the standard
, upon agreement
16
Thermomechanical rolled plates
for welded pipes
The thermomechanical rolled plates of non-alloyed and micro-alloyed steels as well weldable are designed exclusively for welded pipelines for combustible and non-combustible fluids. These can be supplied only upon agreement on the basis of the Technical Conditions negotiated between the
manufacturer and the customer for supplies of these plates. Technical Conditions must specify all requirements of the customer for the plates subject
to the order.
PLATES FOR PIPES ACCORDING TO api 5L 1) and EN 10208-2 1) – SWEET SERVICE Grade acc. API-5L
Designation / Steel number acc.
EN 10208-2
Yield Strength Rt0,5
(Rt0,2) 2) [MPa]
Tensile
Strength Rm 2) [MPa]
Min. Elongation 2)
[%]
CEV max.2)
Thickness 3)
[mm]
B
L245MB/1.0418
245 - 440
415 - 760
22
0.40
8–30
X42
L290MB/1.0429
290 - 440
415 - 760
21
0.40
8–30
320 - 525
435 - 760
20
0.41
8–30
360 - 510
460 - 760
20
0.41
8–30
X46
X52
L360MB/1.0578
X56
390 - 545
490 - 760
18
0.42
8–30
X60
L415MB/1.8973
415 - 565
520 - 760
18
0.42
8–22
X65
L450MB/1.8975
450 - 570
535 - 760
18
0.43
8–22
X70
L485MB/1.8977
485 - 605
570 - 760
18
0.43
8–22
PLATES FOR PIPES ACCORDING TO API 5L 1) and EN 10208-2 1) – SOUR SERVICE 4)
Grade acc. API-5L
Designation / Steel number acc.
EN 10208-2
Yield Strength Rt0,5
(Rt0,2) 2) [MPa]
Tensile
Strength Rm 2) [MPa]
Min. Elongation 2)
[%]
CEV max.2)
Thickness 3)
[mm]
B
L245MB/1.0418
245 - 440
415 - 760
22
0.40
8–30
X42
L290MB/1.0429
290 - 440
415 - 760
21
0.40
8–30
X46
320 - 525
435 - 760
20
0.41
8–30
X52
L360MB/1.0578
360 - 510
460 - 760
20
0.41
8–30
X60
L415MB/1.8973
415 - 565
520 - 760
18
0.42
8–22
1) Standards API 5L and EN 10208 are technical conditions
for supplies of welded pipes, not for plates
2) Informative value
3) Higher thicknesses upon agreement
4) Supplied with HIC and SSC tests as per the NACE or EN standard
17
Normalized plates for welded pipes
Normalized rolled plates of non-alloyed and micro-alloyed steels are designed exclusively for welded pipelines for combustible and non-combustible fluids.
These can be supplied only upon agreement on the basis of the technical conditions negotiated between the manufacturer and the customer for supplies of
these plates. The technical conditions must specify all requirements of the customer for the plates subject to the order.
Plates for pipes according to EN 10208-1 1)
Designation/
Steel number
Min. Yield
Strength Rt0,52)
[MPa]
Tensile
Strength Rm2)
[MPa]
Min. Elongation2)
(L0 = 5,65√S0)
[%]
CEV max.2)
Thickness 3)
[mm]
L210GA/1.0319
210
335 – 475
25
0,40
5–40
L235GA/1.0458
235
370 – 510
23
0,40
5–40
L245GA/1.0459
245
415 – 555
22
0,42
5–40
L290GA/1.0483
290
415 – 555
21
0,42
5–40
L360GA/1.0499
360
460 – 620
20
0,43
5–40
Plates for pipes according to EN 10208-2 1)
Designation/
Steel number
Yield
Strength Rt0,52)
[MPa]
Min. Tensile
Strength Rm2)
[MPa]
Min. Elongation2)
(L0 = 5,65√S0)
[%]
CEV max.2)
Thickness 3)
[mm]
L245NB/1.0457
245 - 440
415
22
0,42
5–40
L290NB/1.0484
290 - 440
415
21
0,42
5–40
L360NB/1.0582
360 - 510
460
20
0,43
5–40
L415NB/1.8972
415 - 565
520
18
on agreement
5–40
1) Standards EN 10208-1 and EN 10208-2 are technical conditions for supplies of welded pipes, not for plates
2) Informative value
3) Higher thicknesses upon agreement
18
Offshore structures
NORMALIZED PLATES OF STEELS ACCORDING TO EN 10225
Min. Yield
Strength ReH
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
Group
(L0 = 5.65√S0)
[%]
Min. Impact
Energy KV
[°C/J]
CEV
max. 3)
Pcm
max. 4)
1
355 1)
470–630
22
-20/50 6)
0.43
...
5–20 5)
S355G3+N/1.8802
1
355 1)
470–630
22
-40/50
6)
0.43
...
5–40 5)
S355G7+N/1.8808+N
2
355 2)
470–630
22
-40/50 7)
0.43
0.24
5–62
S355G8+N/1.8810+N
3
355 2)
470–630
22
-40/50 7)
0.43
0.24
5–62
S355G9+N/1.8811+N
2
355 2)
470–630
22
-40/50
7)
0.43
0.22
5–62
S355G10+N/1.8813+N
3
355 2)
470–630
22
-40/50 7)
0.43
0.22
5–62
Thickness
[mm]
Designation/
Steel number
S355G2+N/1.8801
Thickness
[mm]
THERMOMECHANICAL ROLLED PLATES OF STEELS ACCORDING TO EN 10225
Group
Min. Yield
Strength ReH
[MPa]
Tensile
Strength Rm
[MPa]
(L0 = 5.65√S0) [%]
Min. Impact
Energy KV
[°C/J]
CEV
max. 3)
Pcm
max. 4)
S355G5+M/1.8804
1
355 1)
470–610
22
-20/50 6)
0.43
...
8–20 5)
S355G6+M/1.8805
1
355 1)
470–610
22
-40/50 6)
0.43
...
8–40 5)
S355G7+M/1.8808+M
2
355 2)
470–630
22
-40/50
7)
0.43
0.24
8–40
S355G8+M/1.8810+M
3
355 2)
470–630
22
-40/50 7)
0.43
0.24
8–40
S355G9+M/1.8811+M
2
355 2)
470–630
22
-40/50
7)
0.41
0.21
8–40
S355G10+M/1.8813+M
3
355 2)
470–630
22
-40/50 7)
0.41
0.21
8–40
S420G1+M/1.8830+M
2
420 1)
500–660
19
-40/60
7)
0.42
0.22
8–40
S420G2+M/1.8857+M
3
420 1)
500–660
19
-40/60 7)
0.42
0.22
8–40
S460G1+M/1.8878+M
2
460 1)
540–700
1)
17
-40/60
7)
0.43
0.22
8–30
S460G2+M/1.8887+M
3
460 1)
540–700 1)
17
-40/60 7)
0.43
0.22
8–30
Designation/
Steel number
Min. Elongation
1) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
5) According to the standard
2) Valid for thicknesses of up to 25 mm, for higher thickness refer to the standard
6) Longitudinal
3)
7) Transverse
4)
Pcm = C+ Si + Mn+Cu+Cr + Ni + Mo + V + 5B
30
20
60 15 10
PLATES of steels ACCORDING TO API 2H
Grade
42
50
1)
2) For widths up to 2 1⁄2“
3) For widths over 2 1⁄2“
4) For widths up to 2“
5) For widths over 2“
Min. Yield
Strength
[MPa]
289
345 2)
324 3)
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
Min. Impact
Energy KV
[°C/J] – transverse
427–565
18/22
-40/34
483–620
16/21
-40/41
CEV max. 1)
0.43 2)
0.45 3)
0.43 4)
0.45 5)
Thickness
[mm]
5–80
5–80
19
Quenched and tempered plates
QUENCHED AND TEMPERED PLATES OF 500 Q and 690 Q STEEL GRADES
Quenched and tempered plates of 500 Q and 690 Q steel grades are supplied in a form suitable for steel structures (S500 …, S690 …) as per
EN 10025-6 or in a form suitable for pressure vessels (P500…, P690…) as per EN 10028-6.
Designation as per EN 10025-6: S500 Q, S500 QL, S500 QL1, S690 Q, S690 QL, S690 QL1.
Designation as per EN 10028-6: P500 Q, P500 QH, P500 QL1, P500 QL2, P690 Q, P690 QH, P690 QL1, P690 QL2.
available plate PARAMETERS
Thickness
20–80 mm
Width 1)
1500–2500 mm
Length
max. 11000 mm 2)
Weight of one piece of plate
max. 8000 kg
Total volume of plates ordered
50 t units
1) Higher or lower widths upon agreement
2) For thicknesses of 20–25 mm (incl.) only max. 8000 mm
MECHANICAL PROPERTIES AND CARBON EQUIVALENT
Min. Yield
Strength ReH 1)
[MPa]
Min. Yield
Strength Rp0.2 2)
[MPa]
Tensile
Strength Rm 1)
[MPa]
Min. Elongation
(L0=5.65√S0)
[%]
Min. Impact
Energy KV 3)
[°C/J] – transverse
CEV max. 4)
S500 Q/1.8924
500
–
590–770
17
-20/27
0.47
S500 QL/1.8909
500
–
590–770
17
-40/27
0.47
Designation/
Steel number
S500 QL1/1.8984
500
–
590–770
17
-60/27
0.47
P500 Q/1.8873
500
–
590–770
17
-20/27
–
P500 QH/1.8874
500
380
590–770
17
-20/27
–
P500 QL1/1.8875
500
380
590–770
17
-40/27
–
P500 QL2/1.8865
500
380
590–770
17
-60/27
–
S690 Q/1.8931
690
–
770–940
14
-20/27
0.65
S690 QL/1.8928
690
–
770–940
14
-40/27
0.65
S690 QL1/1.8988
690
–
770–940
14
-60/27
0.65
P690 Q/1.8879
690
–
770–940
14
-20/27
–
P690 QH/1.8880
690
570
770–940
14
-20/27
–
P690 QL1/1.8881
690
570
770–940
14
-40/27
–
P690 QL2/1.8888
690
570
770–940
14
-60/27
–
1) Valid for thicknesses of up to 50 mm, for higher thicknesses refer to the standard
2) Testing upon agreement; valid at 300 °C and with a thickness of up to 50 mm; for lower temperatures or higher thickness refer to the standard
EN 10028-6
3) For higher temperatures under standard refer to the standard
; only for plates supplied as per EN 10025-6; valid for thickness up to 50 mm; for higher thickness refer to the standard
4) EN 10025-6
20
Non-alloy or alloy steels
for quenching and tempering
PLATES OF STEELS ACCORDING TO EN 10083-2 and EN 10083-3
These plates are used for machinery parts in all machinery production areas. In most cases they are difficult to weld. They are supplied either without
heat treatment or in soft annealed (+A) or normalized (+N) condition, according to the following table. Products from these plates are further processed with heat treatment – quenching and tempering. After such treatment, they obtain their typical properties, i.e. high hardness and strength.
Designation/
Steel number
C22E/1.1151 2)
C35/1.0501 2)
C35E/1.1181 2)
C40 /1.05112)
C40E/1.1186 2)
C45/1.0503 2)
C45E/1.1191 2)
C50E/1.1206 2)
C55/1.0535 2)
C55E/1.1203 2)
C60/1.0601 2)
C60E/1.1221 2)
28Mn6/1.1170 2)
38Cr2/1.7003 3)
46Cr2/1.7006 3)
34Cr4/1.7033 3)
37Cr4/1.7034 3)
41Cr4/1.7035 3)
25CrMo4/1.7218 3)
34CrMo4/1.7220 3)
42CrMo4/1.7225 3)
50CrMo4/1.7228 3)
34CrNiMo6/1.6582 3)
30CrNiMo8/1.6580 3)
35NiCr6/1.5815 3)
39NiCrMo3/1.6510 3)
51CrV4/1.8159 3)
20MnB5/1.5530 3) 4)
30MnB5/1.5531 3) 4)
38MnB5/1.5532 3) 4)
27MnCrB5-2/1.7182 3) 4)
33MnCrB5-2/1.7185 3) 4)
39MnCrB6-2/1.7189 3) 4)
Min. Yield
Strength ReH 1) [MPa]
Min. Tensile
Strength Rm 1) [MPa]
Min. Elongation 1)
(L0 = 5.65√S0) [%]
HB max.
(+A)
Thickness
[mm]
240
300
300
320
320
340
340
355
370
370
380
380
345
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
430
550
550
580
580
620
620
650
680
680
710
710
630
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
24
18
18
16
16
14
14
13
11
11
10
10
17
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
207
207
217
229
229
241
241
223
207
223
223
235
241
212
223
241
248
248
248
223
240
248
–
–
–
–
–
–
5–80
5–80
5–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
8–80
8–80
6–80
6–80
8–80
8–80
8–80
8–80
6–80
8–80
8–80
6–80
6–80
6–80
6–80
6–80
6–80
1) Valid for plates under normalized conditions and for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
2) EN 10083-2
3) EN 10083-3
4) Plates without heat treatment
EQUIVALENT DESIGNATION
EN 10083-2,-3
C22E
C35/C35E
C40/C40E
C45/C45E
C50E
C55/C55E
C60/C60E
28Mn6
38Cr2
46Cr2
Germany
CK22
C35/CK35
C40/CK40
C45/CK45
CK50
C55/CK55
C60/CK60
28Mn6
38Cr2
46Cr2
Great Britain
EN 10083-2,-3
Germany
Great Britain
070M20
080M36
080M40
080M46
080M50
070M55
070M60
150M19
–
–
34Cr4
37Cr4
41Cr4
25CrMo4
34CrMo4
42CrMo4
50CrMo4
34CrNiMo6
30CrNiMo8
35NiCr6
34Cr4
37Cr4
41Cr4
25CrMo4
34CrMo4
42CrMo4
50CrMo4
34CrNiMo6
30CrNiMo8
35NiCr6
530M32
530M36
530M40
708M25
708M32
708M40
708M50
817M40
823M30
–
21
Plates of steels according to EN 10343 with „CE“ marking for construction purposes
These plates are used in the building industry for the production of quenched and tempered components. They can also be used under normalized
conditions. In most cases these plates are difficult to weld. They are supplied in normalized condition. Products of these plates are further processed with
heat treatment – quenching and tempering. After such treatment, they obtain their typical properties, i.e. high hardness and strength.
Designation/
Steel number
C35 /1.0501
C45 /1.0503
C35E /1.1181
C45E /1.1191
Min. Yield
Strength ReH 1) 2) [MPa]
Min. Tensile
Strength Rm 1) 2) [MPa]
Min. Elongation 1), 2)
(L0 = 5,65√S0)
[%]
Min. Impact
Energy KV 1) 3)
[°C/J] – longitudinal
Thickness
[mm]
300
340
300
340
550
620
550
620
18
14
18
14
+20/20
+20/12
+20/20
+20/12
5–80
6–80
5–80
6–80
1) Valid for normalized condition
2) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
3) Valid for thicknesses of over 16 mm, for thicknesses of up to 16 mm without KV – testing
Plates of alloy steels 25CrMo4 / 1.7218, 42CrMo4 / 1.7225, 50CrMo4 / 1.7228, 34CrNiMo6 / 1.6582, 51CrV4 / 1.8159, 20MnB5 / 1.5530 and 27MnCrB5-2
/ 1.7182, which are included in EN 10343 as well, can be supplied only under EN 10083-3 – see page 20.
22
Non-alloy or alloy steels
for quenching and tempering
PLATES OF STEELS ACCORDING TO ASTM A 827, A 829, A 830
Designation
A 827
A 829
Grade
(SAE Number)
Designation
Grade
(SAE Number)
1009
1006
1020
1008
1035
1009
1040
1010
1045
1012
1050
1015
1330
1016
1335
1017
1340
1018
1345
1019
4118
1020
4130
1021
4135
1022
4137
1023
4140
1025
4142
1026
4145
1030
4150
1033
4340
A 830
1035
4615
1037
4617
1038
4620
1039
8615
1040
8617
1042
9620
1043
8622
1045
8625
1046
8627
1049
8630
1050
8637
1055
8640
1060
8742
1524
Heat treatment and mechanical properties
upon agreement.
1527
1536
1541
1548
1552
23
Case hardening steels
PLATES OF STEELS ACCORDING TO en 10084
These plates are supplied only in soft annealed (+A) condition.
Designation/
Steel number
C10E/ 1.1121
C15E/1.1141
C16E/1.1148
17Cr3/1.7016
28Cr4/1.7030
16MnCr5/1.7131
16MnCrB5/1.7160
20MnCr5/1.7147
18CrMo4/1.7243
20MoCr3/1.7320
20MoCr4/1.7321
16NiCr4/1.5714
10NiCr5-4/1.5805
18NiCr5-4/1.5810
17CrNi6-6/1.5918
20NiCrMo2-2/1.6523
17NiCrMo6-4/1.6566
18CrNiMo7-6/1.6587
HB max.
(+A)
Thickness
[mm]
131
143
156
174
217
207
207
217
207
217
207
217
192
223
229
212
229
229
5–80
5–80
5–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
6–80
24
Nitriding steels
PLATES OF STEELS ACCORDING TO en 10085
These plates are supplied only in soft annealed (+A) condition.
Designation/
Steel number
24CrMo13-6/1.8516
31CrMo12/1.8515
31CrMoV9/1.8519
33CrMoV12-9/1.8522
1) Other thicknesses upon agreement
HB max.
(+A)
Thickness 1)
[mm]
248
248
248
248
20–80
20–80
20–80
20–80
25
Tool steels
PLATES OF STEELS ACCORDING TO en iso 4957
These plates are supplied only in soft annealed (+A) condition.
Designation/
Steel number
C45U/1.1730
C70U/1.1520
C80U/1.1525
C90U/1.1535
21MnCr5/1.2162
70MnMoCr8/1.2824
90MnCrV8/1.2842
35CrMo7/1.2302
40CrMnNiMo8-6-4/1.2738
55NiCrMoV7/1.2714
1) Other thicknesses upon agreement
HB max.
(+A)
Thickness 1)
[mm]
207
183
192
207
217
248
229
260
260
248
10–80
20–80
20–80
20–80
20–80
20–80
20–80
20–80
20–80
20–80
26
Boiler and Pressure Vessels
PLATES OF STEELS FOR SIMPLE PRESSURE VESSELS ACCORDING TO EN 10207
These plates are with low yield strength for simple pressure vessels and storage facilities, which operate under normal outdoor temperatures, e.g. for
compressed air or other fluids.
Min. Yield
Strength ReH 1)
[MPa]
Min. Yield
Strength Rp0.2 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5,65√S0)
[%]
Min. Impact
Energy KV
[°C/J] – longitudinal
Thickness
[mm]
P235S/1.0112 4)
235
117
360–480
26
-20/28
5–60 3)
P265S/1.0130 4)
265
140
410–530
22
-20/28
5–60 3)
4)
275
132
390–510
24
-50/28
5–60 3)
Designation/
Steel number
P275SL/1.1100
1) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
2) Valid at 300 °C. For lower temperatures under standard refer to the standard
3) According to the standard
4) Upon agreement in compliance with the EU 87/404/EEC and AD2000-Merkblatt W 0 Directives
27
PLATES OF STEELS ACCORDING TO EN 10028-2
Plates of unalloyed as well as alloyed steels for pressure-loaded vessels and facilities, operating under normal as well as elevated temperatures.
These plates are usually delivered in normalized condition or in both normalized and tempered condition.
Min. Yield
Strength ReH 1)
[MPa]
Min. Yield
Strength Rp0,2 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5,65√S0)
[%]
Min. Impact
Energy KV 3)
[°C/J] – transverse
P235GH/1.0345 4) 6)
235
153
360–480
24
-20/27
5–80 5)
P265GH/1.0425 4) 6)
265
173
410–530
22
-20/27
5–80 5)
4) 6)
295
192
460–580
21
-20/27
5–80 5)
P355GH/1.0473 4) 6)
355
232
510–650
20
-20/27
5–80 5)
16Mo3/1.5415 6)
275
194
440–590
22
+20/31
6–80
345
285
510–650
20
-20/27
6–80
460
380
610–780
16
-20/27
6–80
Designation/
Steel number
P295GH/1.0481
18MnMo4-5/1.5414
15NiCuMoNb5-6-4/1.6368 6)
6)
Thickness
[mm]
300
216
450–600
19
+20/31
6–80
310
233
510–690
20
0/27
6–80
6)
310
236
480–630
18
+20/31
6–80
12CrMo9-10/1.7375 6)
355
295
540–690
18
-20/27
6–80
13CrMo4-5/1.7335
13CrMoSi5-5/1.7336
10CrMo9-10/1.7380
1) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
2) Testing upon agreement; valid at 300 °C and thicknesses up to 16 mm; for other temperatures under standard or higher thicknesses refer to the standard
3) For other temperatures under standard refer to the standard or on agreement
4) Maximum value of the carbon equivalent based on the formula
, upon agreement
5) Higher thicknesses of up to 100 mm upon agreement
6) Upon agreement in accordance with the EU PED (Pressure Equipment Directive) 97/23/EC and AD 2000 – Merkblatt W 0 Directives
EQUIVALENT DESIGNATION
EN 10028-2
DIN 17155
P235 GH
HI
P265 GH
H II
P295 GH
17Mn4
P355 GH
19Mn6
16Mo3
15Mo3
13CrMo4-5
13CrMo44
10CrMo9-10
10CrMo910
18MnMo4-5
–
28
PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10028-3
These steels feature a guaranteed fine-grain structure and a low-carbon equivalent. The mechanical properties of these plates are guaranteed at high temperatures (up to 400 °C) – yield strength of Rp0,2, as well as temperatures as low as -50 °C – impact energy KV. They can be used for the construction of more
demanding pressure vessels working under high as well as low temperatures.
Min. Yield
Strength ReH 1)
[MPa]
Min. Yield
Strength Rp0,2 2)
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5,65√S0)
[%]
Min. Impact
Energy KV 3)
[°C/J] – transverse
CEV max. 4)
Thickness
[mm]
P275NH/1.0487 6)
275
179
390–510
24
-20/30
0.40
5–80 5)
6)
275
179
390–510
24
-40/27
0.40
5–80 5)
P275NL2/1.1104 6)
275
179
390–510
24
-50/27
0.40
5–80 5)
P355N/1.0562 6)
355
–
490–630
22
-20/30
0.43
5–80 5)
6)
355
232
490–630
22
-20/30
0.43
5–80 5)
P355NL1/1.0566 6)
355
232
490–630
22
-40/27
0.43
5–80 5)
6)
355
232
490–630
22
-50/27
0.43
5–80 5)
P460NH/1.8935 6)
460
300
570–720
17
-20/30
0.53
6–80
6)
460
300
570–720
17
-40/27
0.53
6–80
P460NL2/1.8918 6)
460
300
570–720
17
-50/27
0.53
6–80
Designation/
Steel number
P275NL1/1.0488
P355NH/1.0565
P355NL2/1.1106
P460NL1/1.8915
1) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
2) Testing upon agreement; valid at 300 °C and thicknesses of up to 16 mm, for other temperatures under standard
or higher thicknesses refer to the standard
3) For other temperatures under standard refer to the standard
4) Upon agreement; CEV=
; valid for thicknesses of up to 60 mm, for higher thicknesses refer to the standard
5) Higher thicknesses of up to 100 mm upon agreement
6) Upon agreement in compliance with the EU PED (Pressure Equipment Directive) 97/23/EC and AD 2000 – Merkblatt W 0 Directives
EQUIVALENT DESIGNATION
EN 10028-3
DIN 17102
P275NH
WStE 285
P275NL1
TStE 285
P275NL2
EStE 285
P355N
StE 355
P355NH
WStE 355
P355NL1
TStE 355
P355NL2
EStE 355
P460NH
WStE 460
P460NL1
TStE 460
P460NL2
EStE 460
29
THERMOMECHANICAL ROLLED PLATES OF FINE-GRAIN STEELS ACCORDING TO en 10028-5
Thermomechanical rolled plates have a higher minimum yield strength of up to 460 MPa and are designed for pressure vessels and facilities working
under normal or low temperatures. These plates have excellent weldability because of their low carbon equivalent. Impact energy is guaranteed even at
temperatures as low as -50 °C.
Min. Yield
Strength ReH
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
(L0 = 5,65√S0)
[%]
Min. Impact
Energy KV 3)
[°C/J] – transverse
CEV max. 4)
Thickness
[mm]
P355M/1.8821 6)
355 1)
450–610
22
-20/27
0.39
8–40
P355ML1/1.8832 6)
355 1)
450–610
22
-40/27
0.39
8–40
P355ML2/1.8833 6)
355 1)
450–610
22
-50/27
0.39
8–40
P420M/1.8824 6)
420 2)
500–660
19
-20/27
0.43
8–40
P420ML1/1.8835 6)
420 2)
500–660
19
-40/27
0.43
8–40
P420ML2/1.8828 6)
420 2)
500–660
19
-50/27
0.43
8–40
P460M/1.8826 6)
460 2)
530–720
17
-20/27
0.45
8–30 5)
P460ML1/1.8837 6)
460 2)
530–720
17
-40/27
0.45
8–30 5)
P460ML2/1.8831 6)
460 2)
530–720
17
-50/27
0.45
8–30 5)
Designation/
Steel number
1) Valid for thicknesses of up to 40 mm, for higher thicknesses refer to the standard
2) Valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
3) For other temperatures under standard refer to the standard
4) Upon agreement;
; valid for thicknesses of up to 16 mm, for higher thicknesses refer to the standard
5) Higher thicknesses on agreement
6) Upon agreement, in accordance with the EU PED (Pressure Equipment Directive) 97/23/EC and AD 2000 – Merkblatt W 0 Directives
30
PLATES OF STEELS ACCORDING TO ASTM/ASME
Designation
A/SA 204
A/SA 285
A/SA 387
Grade
Min. Yield
Strength
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
A
255
450–585
19/23
2)
6–80
B
275
485–620
17/21
2)
6–80
C
295
515–655
16/20
2)
6–80
A
165
310–450
27/30
4/14
5–50 3)
B
185
345–485
25/28
10/14
5–50 3)
C
205
380–515
23/27
16/14
5–50 3)
6–80
2
310
485–620
18/22
2)
11
310
515–690
18/22
2)
6–80
12
275
450–585
19/22
2)
6–80
22
310
515–690
–/18
2)
6–80
260
515–655
15/22
A/SA 455
60 (415)
A/SA 515
Thickness
[mm]
65 (450)
70 (485)
220
240
260
415–550
450–585
485–620
Upon agreement, carbon equivalent guarantee is available based on the formula
1) Testing upon agreement
2) Testing temperature and minimum impact energy upon agreement
3) According to the standard
4) Higher thicknesses of up to 100 mm upon agreement
-4/18
5–20 3)
21/25
2)
5–80 4)
19/23
2)
5–80 4)
17/21
2)
5–80 4)
31
PLATES OF FINE-GRAIN STEELS ACCORDING TO ASTM/ASME
Grade
Min. Yield
Strength
[MPa]
Tensile
Strength Rm
[MPa]
Min. Elongation
200/50
[%]
Min. Impact
Energy KV 1)
[°C/J] – longitudinal
A
290 4)
515–655
16/19
-7/20
5–80
B
325 4)
550–690
16/19
-7/20
5–80
A
310
515–655
15/19
2)
6–80
B
345
550–690
15/18
2)
6–80
C
345
550–690
17/20
2)
6–80
D
345
550–690
17/20
2)
55 (380)
205
380–515
23/27
-51/18
5–80 5)
60 (415)
220
415–550
21/25
-51/18
5–80 5)
65 (450)
240
450–585
19/23
-51/18
5–80 5)
70 (485)
260
485–620
17/21
-46/20
5–80 5)
A/SA 537 class 1
345
485–620
18/22
-62/20
5–80 5)
A/SA 612
345
570–725
16/22
-46/27
6–25 3)
275
400–540
20/23
-60/18
5–50 3)
Designation
A/SA 299
A/SA 302
A/SA 516
A
A/SA 662
A/SA 737
Thickness
[mm]
6–80
B
275
450–585
20/23
-51/18
5–50 3)
C
295
485–620
18/22
-46/20
5–50 3)
B
345
485–620
18/23
2)
5–80
C
415
550–690
18/23
2)
5–80
Upon agreement, carbon equivalent guarantee is available based on the formula
1) Testing upon agreement
2) Temperature and minimum impact energy testing upon agreement
3) According to the standard
4) Valid for thicknesses of up to 25 mm, for higher thicknesses refer to the standard
5) Higher thicknesses of up to 100 mm upon agreement
32
Delivery conditions
Applicable standards
Dimension, flatness
EN 10029, A(SA)20/A(SA)20M, A(SA)6/A(SA)6M
Surface
EN 10163, A(SA)20/A(SA)20M, A(SA)6/A(SA)6M
Z – testing (through thickness)
EN 10164, A(SA)770/A(SA)770M
Blasting – only EPB
ISO 8501–01
Ultrasound
EN 10160, SEL 072/77, A(SA)435, A(SA)578, other standards on agreement
Certificates
EN 10204
Testing
as per EN, ASTM, ASME, shipping companies standards, other standards on agreement
INTERNAL SOUNDNESS HOMOGENEITY ULTRASONIC TESTING – EVS
An automatic ultrasonic line is used for testing. Manual testing is available to meet stricter conditions.
33
Plate marking at EVS
Products are marked by stamping and painting. According to customer request, products can be marked by either text (sprayed with white color on the plate),
or color. Marking is carried out based on each individual order. The “Colour Marking Catalogue” containing individual patterns is available to make the marking
process easier.
EXAMPLE OF PLATE MARKING by low stress STAMPING
Rolled product No.
Plate serial No. from
the rolled product
Manufacturer’s
symbol
EXAMPLE OF PLATE MARKING by White COLOUR painting
Heat origin
Order No.
Heat No.
Inspection
Plate length
Internal localization code
Plate
thickness
Steel
grade
Steel grade (and/or heat treatment code)
Sample No.
Rolled product No.
Heat treatment
code
Heat origin Heat no.
Plate serial No.
from the rolled
product
Plate width
Plate marking at EPB
EXAMPLE OF PLATE MARKING by Durable adhesive
Labels with bar coding
EXAMPLE OF PLATE MARKING by low stress STAMPING
Steel grade
Plate unique id. no.
Customer id.
Order no.
Steel grade and/
or heat treat
Dimensions
Heat no.
Plate ID.
Heat no.
Mill logo
34
Material certificates
QUALITY ASSURANCE CERTIFICATES AS PER EN 10204:2004
Quality Assurance certificates shall be issued by the Quality Assurance Department stating the chemical composition of heat and the material testing results (e.g. ultrasound, mechanical testing) as required by the customer:
Customer Order Compliance Declaration „2.1“
The document is issued by the manufacturer to certify that the products delivered comply with
customer order requirements. The document does not state any test results.
Testing Protocol „2.2“
The document is issued by the manufacturer to certify that the products delivered comply with
customer order requirements. The document states general test results.
Inspection Certificate „3.1“
This is a document issued by the manufacturer in which the manufacturer confirms that the products supplied are in line with the requirements of
the order and in which the manufacturer indicates the results of the tests.
The testing unit and the tests executed are indicated in the product’s specification, in the official specifications, in the corresponding technical
specifications and/or in the order.
The document is confirmed by an authorized representative of the manufacturer independent of the production units.
In the Inspection Certificate “3.1”, the manufacturer may indicate the results of tests obtained from testing as specified by the specification on the
basic materials or input products used under the condition that the manufacturer uses tracing procedures and can provide the necessary corresponding inspection documents.
Inspection Certificate „3.2“
This is a document prepared by an authorized representative of the manufacturer independent of the production units and either by an authorized
representative of the client (inspection company) or by an inspector indicated in the official specifications, in which they declare that the products
supplied are in line with the requirements of the order and which indicates the results of the tests.
In the Inspection Certificate “3.2”, the manufacturer may indicate the results of the tests (obtained from testing) as specified by the specification
on the basic materials or input products used on condition that the manufacturer uses tracing procedures and can provide the necessary corresponding inspection documents.
Inspection Companies
a) national: ŘJ, ČD, ZVS, INSPEKTA, ČLPR, and others
b) international: LR, DNV, ABS, BV, GL, TÜV, RINA, Russian Naval Register of Shipping, and others
c) inspection carried out directly by the customer
Multiple certifications available on agreement.
35
Samples of EVS
product certificates
Samples of EPB
product certificates
36
Notes
37
EVRAZ VÍTKOVICE STEEL, a.s.
706 02 Ostrava-Vítkovice
Czech Republic
www.evrazeurope.com
EVRAZ Palini e Bertoli S.p.a.
Via E. Fermi 28
33058 San Giorno di Nogaro (UD)
Italy
E-mail: [email protected]
Eastern and Northern Europe: + 420 59 5951111
Southern Europe: +39 0431 623111
Western Europe, Germany: +49 211 8632430
Other markets: +41 41 5609797
Valid from: 2012