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