PRODUCT CATALOGUE - tc-evraz.com

4, Belovezhskaya street Moscow, Russia, 121353 Tel. +7 (495) 363 19 63

PRODUCT CATALOGUE

[email protected] www.evraz.com

Europe and Asia

Product catalogue

Table of contents

Company overview 3 Railway steel 9

Rails 10 Rails for underground railways 14 Tram rails 15 Crane rails 16 Stainless steel rails 17 Rail fastenings 18 Railcar building shapes 20 Railway wheels, black wheels, wheel centers 22 Tires/Rings 26 Axle blanks 27

Structural steel 29 Hot rolled rebar steel for reinforced concrete structures 30 Thermomechanically hardened rebars for reinforced concrete structures 31 Round bars 32 I-beams 33 Channels 46 Hot rolled angles 50 Hexagonal bar 55 Sheet piles 56 Flat products 58 Industrial steel 61

Pit props 62 Monorail 63 Grinding balls 64 Side bars for mining trough 230 66 Grinding mill lining sections 66 Round bars 68 Rings 68 Automobile wheel rim sections 70 Grouser bar 71 Hot die-rolled flat plowshare bars 72 Electrolysis flat bar 73

Wire steel 75 Semi-products 81

Seamless pipe blanks 82 Square bars and blooms 83 Conticast material 84 Mandrel bar 85 Pig iron 86

Annex. Complete certificate list 89 Exhibit. Production companies 103

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Company overview

making the world stronger

4

Company overview

EVRAZ

EVRAZ is one of the world’s largest vertically integrated steelmaking and mining businesses and owns companies in Russia, Ukraine, the USA, Canada, the Czech Republic, Italy and South Africa. EVRAZ is listed among the world’s 20 largest steel manu facturers in terms of the output.

www.evraz.com

EVRAZ trades raw materials and rolled steel products in both Russian and international markets. EVRAZ exports the semis, structural long and flat products, rail way steel and industrial steel to the European and Asian markets.

5

Certificates The high quality of EVRAZ`s products is supported by a number of certificates.

EVRAZ NTMK

EVRAZ ZSMK

ЕVRAZ DMZ Petrovskogo

EVRAZ Vitkovice Steel

The list of all certificates is shown in the Exhibit hereafter.

7

Railway steel


Rails Railway rails

Rails are manufactured at the rail mills of EVRAZ ZSMK, EVRAZ NTMK and EVRAZ DMZ Petrovskogo.

counter-rail angle SP850

Railway rails Rail type

Specification Weight

Weight of 1 m kg

Cross section mm Rail depth H

Web depth h

Head width b

Manufacturer

Base Web width thickness B e

Flange depth m

R43

ТS 14788411-57-2006

44.75

140

71

70

114

14.5

R50

GOST R 51685-2000

51.80

152

83

72

132

16

10.5 EVRAZ ZSMK, EVRAZ NTMK

R65

GOST R 51685-2000

64.88

180

105

75

150

18


R65К

GOST R 51685-2000

64.88

181

105

75

150

18


54E1 (UIC 54)

EN 13674-1: 2011

54.77

159

79.4

70

140

16

11.0 EVRAZ ZSMK

60 E1

EN 13674-1: 2011

60.21

172

89.5

72*

150

16.5

11.5 EVRAZ NTMK

UIC 60

UIC 861-3

60.34

172

89.5

74.3

150

16.5

11.5 EVRAZ NTMK

UR 65

TU 32 ZP-804-94

84.49

180

102

97.5

150

30

12.7 EVRAZ ZSMK

OR 43

TU 14-2Р-326-97

54.98

104

16

70

120

42

12.0 EVRAZ ZSMK

UR 65

TU 32 ZP-804-94

84.49

180

102

97.5

150

30

12.7 EVRAZ ZSMK

OR 43

TU 14-2Р-326-97

54.98

104

16

70

120

42

12.0 EVRAZ ZSMK

OR 50

GOST 9960-85 GOST 17508-85 TU 32 ZP 803-94

64.30

112

34

74

130

58

16.0 EVRAZ ZSMK

OR 65

GOST 9960-85 GOST 17507-85 TU 32 ZP 803-94

81.35

140

50

77.5

130

58

18.0 EVRAZ ZSMK

RK50

GOST 9797-85

36.57

172

83

19

70

18

19.75 EVRAZ ZSMK

RK65

GOST 9798-85

43.68

200

105

18

72

20

22.5 EVRAZ ZSMK

Counter-rail angle SP 850

TU 0921-245-01124323-2007

30.10

*In the upper part at 14.3 mm

10

Section dimensions shown on the attached drawing

11.0 EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

EVRAZ ZSMK

Railway steel

Rail versions manufactured by EVRAZ NTMK Rail type

Application

Steel grade and category

R50, R65

Rails for seamless tracks, ribbon tracks and switches

K76F, E76F (Т1, Н)

R65 (special purpose)

Heat hardened railway rails for combined high-speed traffic. Intended primarily for laying in the railway sections used for combined high-speed traffic. These rails show improved geometry against Т1 rails under GOST R 51685

К76F (SS)

25

Heat hardened railway rails for low-temperature applications. Primarily intended for operation in the railways in cold regions

K76F (NK)

25

60 E 1

Heat hardened railway rails. Intended for seamless tracks, ribbon tracks and switches

R350НТ (Class Y, B)

25

UIC 60

Raw railway rails intended for seamless tracks, ribbon tracks and switches

900А

R65, R65K (special purpose)

Heat hardened railway rails for 600 m and shorter radius track curves

K76F (Т1)

25

K76F, E76F (N)

25

R50, R65 Raw rails intended for laying in the underground railway systems (for underground railway systems)

Rail length m 25 and shorter

25, 24, 18

25 m rails are shipped on a pair of coupled flat wagons. Class Т1 — heat hardened rails; Class N — raw rails; Class SS — rails for combined high-speed traffic; Class NК — rails for low temperature applications.

Rail versions manufactured at EVRAZ ZSMK (rail rolling facility) Rail type

Application

Class

Rail length mm

R65, R50, UIC 60

Intended for seamless tracks, ribbon tracks and switches

E76F (Т1, N, V)

R65 (special purpose)

Heat-hardened railway rails for low-temperature applications. Primarily intended for use in railways in cold regions

E76F (NE76F)

N-class: 8-12.4; 12.5; 18–24.5; 25; Т1-class: 12.5; 18–24.5; 25

Heat hardened railway rails for combined high-speed traffic. Intended primarily for laying in railway sections used for combined high-speed traffic. These rails show improved geometry against Т1 rails under GOST R 51685

E76F (SS)

Prime quality heat-hardened rails

E76F (В)

R65, R65K (special purpose)

Heat-hardened railway rails for 600 m and shorter radius track curves

E90AF (IK)

R50, R65 (for underground railway systems)

Raw rails for underground railway systems

E76F E78HSF

54Е1 (UIC 54)

These rails are intended for seamless tracks, ribbon tracks and switches

900А

subject to agreement with the customer, not to exceed 25 m

UR 65

Intended for the manufacturing of unbroken railway crossings with continuous running surface

E76F, E76.

12.5; the multiple of the exact length subject to agreement with the customer within 25 m; without bolt holes

R43

Intended for laying in industrial railway tracks

E76

25; 8.0 to 12.5 m rails can be supplied

60Е1 (UIC 60)

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11


Rail type

Application

Class

Rail length mm

OR 43

Used for the manufacture of in-plant railway switches and for circular rails of excavator rotary supports

E72

ОR 50

Used for the manufacture of switches

E73V, E76HSF

subject to agreement with the customer, however not to exceed 25 m

Used in track superstructures for R65, R50 rails

E68

OR 65 RК50, RК65 Counter-rail angle SP 850

The 25 m rails are shipped on a pair of coupled flat wagons. The modernized rail and beam plant, when complete, will enable EVRAZ ZSMK to manufacture 100 m heat-hardened rails. Class Т1 — heat hardened rails; Class N — raw rails; Class SS — rails for combined high-speed traffic; Class IK — high wear resistance and back-to-back endurance; Class V — prime quality heat hardened rails.

12

Subject to agreement with the customer

Railway steel

Narrow gauge rails

Manufactured at the rail facility of EVRAZ ZSMK, and by the rail mill of EVRAZ DMZ Petrovskogo.

Narrow gauge railway rails Rail type

Specification

Weight 1m kg

Cross-sectional dimensions, mm

Manufacturer

Rail depth H

Web depth h

Head width b

Base width B

Web thickness e

Flange depth m

R33

TU 14-2R-383-2004

33.48

128

68

60

110

12

8.54 EVRAZ NTMK

R34*

TU 27.1-05393056-265: 2009

34.10

128

68

60

110

13

8.59 ЕVRAZ DMZ Petrovskogo

*Rails are supplied without bolt holes.

Narrow gauge rail grades Rail type

Application

Steel grade, category

Rail length m

R33

Mine conductor rails. Also used for plant railway tracks, mine car tracks, crane runways

VP, PP, NP*

8, 10

R34

N50 (PS, SP)** T60 (PS, SP) PT70 (PS, SP)

8, 10, 11

Note: * VP — high-strength (carbon 0.60 to 0.82%); PP — higher-strength (carbon 0.50 to 0.59%); NP — normal strength (carbon 0.40 to 0.49%). ** N — normal hardness (carbon 0.4 to 0.55%, 170 НВ); Т — high hardness (carbon 0.56 to 0.66%, 200 НВ); PT — higher hardness (carbon 0.67 to 0.82%, 250 НВ).

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13


RAILS FOR UNDERGROUND LINES Rails R50 and R65 for underground lines

Raw rails for underground lines. Produced at the rail rolling facility of EVRAZ ZSMK and at the rail mill of EVRAZ NTMK.

Material and profile specification Rail type

Specification

N mm

В mm

b mm

R50

GOST R 51685-2000

152

132

72

180

150

75

R65

S Steel grade mm 16 К76F, E76F, 18 E78HSF

Supply conditions Rail length 12.5 & 25 m, with and without bolt holes

E78HSF steel grade rails are made as per TU 0921-154-01124328-2003.

Сonductor rails for underground car power supply Conductor rails for underground car power supply in Russia, Ukraine and the other CIS countries. Manufactured at the medium-section mill “550“ at rolling-mill shop №2 of EVRAZ DMZ Petrovskogo.

Dimensions (*) are given for roll gap engineering, ensured by process tools and not checked on finished rails.

Material and profile specification Specification

Cross section area cm²

TU U 27.1-19305558-003: 2009

Weight of 1 m Steel grade kg

65.84

Supply conditions

51.69 М

Rail length 6.0 to 12.5 m, length tolerance limit within ± 30 mm

Steel chemistry Steel grade

Element weight percentage % С

Мn

not over Si

М

0.05-0.12

14

0.25-0.50

S 0.03

P 0.03

Cr 0.03

Ni 0.1

Cu 0.3

N 0.3

0.008

Railway steel

TRAM RAILS

Rails for tram lines. Manufactured at the rail mill of EVRAZ DMZ Petrovskogo, and by the rail rolling facility of EVRAZ ZSMK.

RTZhB-58 rails

Т62 rails


Specification

Steel grade Weight of 1 m Supply conditions kg

RTZhB-58

TU U 27.1-05393056-257-2004 К75, K63F

58.52 Cut to lengths 10.0 to 11.5 m. Length tolerance ± 100 mm. Up to 15% of the short rails are allowed per a lot supplied, however not shorter than 4 m, by agreement with the customer.

Т62

TU 14-2Р-320-96

62.05 With/without bolt holes, 12.5 m long, length tolerance ± 10 mm EVRAZ ZSMK

E76

Manufacturer ЕVRAZ DMZ Petrovskogo

Т62 rails are used for the curves.

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15


CRANE RAILS

For crane runways. Manufactured at the rail mill of EVRAZ DMZ Petrovskogo and at the rail rolling facility of EVRAZ ZSMK.


Sizes mm b

b1

b2

h

h1

h4


Weight of 1 m Manufacturer kg EVRAZ DMZ Petrovskogo

EVRAZ ZSMK

KР70

70

75.6

120.0

120.0

28.0

9.00

58.72

46.10

– ЕVRAZ DMZ Petrovskogo

КR80

80

87.0

130.0

130.0

35.0

9.75

76.19

59.81

64.24 ЕVRAZ DMZ Petrovskogo, EVRAZ ZSMK

KR100

100

108.0

150.0

150.0

40.0

11.25

105.85

83.09


КR120

120

129.0

170.0

170.0

45.0

13.75

144.54

113.47


КR140

140

150.0

170.0

170.0

50.0

18.75

180.51

141.70


In terms of the product mix, chemistry and mechanical properties the rails manufactured at EVRAZ DMZ Petrovskogo comply with the requirements of DSTU 2484-94 (GOST 4121-96) and those manufactured at EVRAZ ZSMK comply with GOST 53866-2010. SUPPLIED LENGTHS (EVRAZ ZSMK): Exact length (m): 9.0; 9.5; 10.0; 10.5; 11.0; 11.5; 12.0 m (± 50 mm). Random lengths: 4.0 to 12 m. Rails are shipped both as single pieces and in bundles strapped crosswise by steel straps or wire. SUPPLIED LENGTHS (EVRAZ DMZ PETROVSKOGO): Exact length (m): 9.0; 9.5; 10.0; 10.5; 11.0; 11.5; 12.0 m. Length tolerance ± 50 mm (± 100 mm subject to agreement with the customer) Random lengths: 4.0 to 12 m. The random lengths may be up to 20% of a shipment. Rails are shipped both piece by piece and in bundles strapped crosswise by steel straps or wire.

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Railway steel

STAINLESS STEEL RAILS

For railway switches. Manufactured at EVRAZ ZSMK rail plant.

Material and profile specification Specification TS 14788411-55-2006

Section depth mm

Head width mm

181

94

Base width Steel grade mm 450 08H18N10Т as per GOST 5632

Supply conditions Manufactured in lengths 6.0 to 12.0 m and loaded on any transport vehicle.

Surface quality, mechanical properties, section weight and cross-sectional area not specified. No lamination, internal cracks and foreign metal and slag inclusions are accepted in the product.

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17


RAIL FASTENINGS Manufactured by NSMZ branch of EVRAZ NTMK and by the rail fastening plant of EVRAZ ZSMK rail rolling facility.

Product name

Specification

Steel grade

Application

Manufacturer

Non-hardened baseplates for separate fastenings types КB50, КB65, SК50, SК65

TU 14-2R-294-2005

St3, St4

The baseplates are intended for use in all climate zones, and for all railway lines where concrete sleepers are used

NSMZ

Non-hardened baseplates for fastenings types КD50 and КD65

TU 14-2R-294-2005

St3, St4

The baseplates are intended for laying of separate rail fastenings on timber sleepers

NSMZ

Non-hardened baseplates for separate fastening of KN-65 rails

drawing ОP 530.003, GOST 16277-93 & ОP 530 TU-2

St3, St4

For R65 rails mounted on Sh1-КN concrete sleepers by the use of КN-65 fastenings

NSMZ

D50 and SD50 baseplates for spike fastenings

GOST 12135-75, GOST 3280-84

St3, St4

D50 baseplates are intended for tilted rail tracks SD50 baseplates are intended for non-tilted rail tracks

NSMZ

D65 and SD65 baseplates for spike fastenings

GOST 8194-75, GOST 3280-84

St3, St4

D65 baseplates are intended for rails fastened onto timber sleepers and logs and offer the inward tilt of the rail lines. SD65 baseplates are intended for non-tilt rail lines

NSMZ

DN6-65 baseplates for spike fastenings

GOST 3280-84

St3, St4

DN6-65 baseplates are used for curves laid with R65 rails and R75 rails

NSMZ

DN65S-185 baseplates for spike fastenings

GOST 3280-84

St3, St4

DN65S-185 baseplates are used for curves laid with R65 and R75 rails

NSMZ

Stirrup stop

ZP 369 TU-2

St3

Stirrup stops are intended for fixing R65 rails to concrete sleepers by baseplate-free fastening type ZhBR-65

NSMZ

Flat bar for stirrup stop

ТS 14788411-11-2004 TU 0931-178-01124328-2004, GOST 380-2005

St3

Intended for use with stirrup stops

EVRAZ ZSMK

PK clamp

GOST 22343-90, GOST 380-2005 535-2005

St4, St4sp, Rigid PK-type clamps are used for fastening railway rails to as per GOST concrete and timber sleepers with separate fastenings 380-2005, class 1 & 2 as per GOST 535-2005

NSMZ EVRAZ ZSMK

Flat bar for separate fastening clamps.

TU 14-103-42-87, GOST 22343-90, GOST 380-2005

St 4sp

Intended for the manufacture of intermediate clamps

EVRAZ ZSMK

R50 & R65 fishplates

TU 14-2R-463-2011, GOST 19128-73

54

R50 and R65 fishplates are used for wide-gauge railway rail joints

NSMZ EVRAZ ZSMK

Baseplate type ZhBRM

GOST 16277-93

St4, St3

Baseplates for ZhBR-65 inseparable-type rail fastenings used with concrete rail supports

NSMZ

Plunger blank for insulated rail joints

TS 0575676-15-2011, TS 0575676-16-2011

54

The plunger blanks are intended for the manufacture of combination (metal composite) fishplates for high-strength bolt-adhesive insulated joints

EVRAZ ZSMK

18

Railway steel

Some of the rail fastening sections:

Double headed fishplates for R65 and R50 railway rails under GOST 19128-73

Plunger blank for insulated rail joints

TS 0575676-15-2011 TS 0575676-16-2011

Stirrup stop

Clamps for separate-type railway rail fastenings

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19


RAILCAR BUILDING SHAPES

Y

Manufactured at EVRAZ NTMK (channel type 20V-2 and Z-beams are manufactured at the rail mill and the I-beams for railcar building and the railcar pillars are manufactured at the heavy section plant).

R5,5 8

200

20V-2 channel

X

X

6% Y

11

R11

46 100

Material and profile specification Section specification

Cross-sectional area cm2

GOST 5267.1-90

36.58

Weight Steel code of 1 m kg Class Grade 28.71

Chemistry specification

Technical specification

Supplied lengths, bar length m

345 09G2S 09G2SD 09G2D

GOST 19281-89

GOST 19281-89, GOST 5267.0-90

Exact length 6 to 12; random length

375 12G2F 12G2FD

TU 14-1-5391-99

TU 14-1-5391-99, GOST 5267.0-90

390 12G2F 12G2FD

Z-beams


GOST 5267.3-90


Weight of 1m kg

84.74

66.52

Steel code




345 09G2S 09G2SD 09G2D

GOST 19281-89

GOST 19281-89, GOST 5267.0-90

Exact length 10.8 to 15.8; random length

375 12G2F 12G2FD

TU 14-1-5391-99

TU 14-1-5391-99, GOST 5267.0-90

class

grade

390 12G2F 12G2FD

20

Railway steel

H-beam #19



Weight of 1m kg

30.37

23.84

GOST 5267.5-90

Steel code




345 09G2S 09G2SD 09G2D

GOST 19281-89

GOST 19281-89, GOST 5267.0-90

Exact length – 4.1–12.0 m; the multiple of the exact length; random length

375 12G2F 12G2FD

TU 14-1-5391-99

TU 14-1-5391-99, GOST 5267.0-90




345 09G2S 09G2SD 09G2D

GOST 19281-89

GOST 19281-89, GOST 5267.0-90


375 12G2F 12G2FD

TU 14-1-5391-99

TU 14-1-5391-99, GOST 5267.0-90

Class

Grade

390 12G2F 12G2FD

Wagon pillars


GOST 5267.6-90


Weight of 1m kg

36.57

28.71

Steel code class

grade

390 12G2F 12G2FD

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21


RAILWAY WHEELS, BLACK WHEELS, WHEEL CENTERS Manufactured at the wheel and tire plant of EVRAZ NTMK.

Domestic market Product name

Application

Diameter along the taping line mm

Section specification

Steel grade


Solid wheels with plain taper plate/web

For freight wagons

957±7

Figure А.1 GOST 10791-2011

2, T

GOST 10791-2011

Solid wheels with curvilinear plate/web

For freight wagons

957±7

Figure А.3 GOST 10791-2011

Т

GOST 10791-2011

Solid wheels with plain taper plate for repairs

For freight wagons

945+4

Drawing 950А

2

GOST 10791-2011

Solid wheels for repairs

For industrial rolling stock

940+10 -5

Drawing 082А-2

2, Т

GOST 10791-2011, TU 14-2R-458-2010

Solid wheels

For special rolling stock

710+6

Drawing 010

2

GOST 10791-2011

22

Railway steel

Product name

Application



Steel grade


Solid wheels

For special rolling stock

1050+14

Drawing 012

2

GOST 10791-2011

Solid wheels

For yard locomotives

1058+2 -8

Drawing 011

2

GOST 10791-2011

Solid wheels*

For high-speed electric locomotives

1250+2

Drawing 8ТS.224.035

1

GOST 10791-2011

Black wheels

For underground railways

785

Drawing 073V-1

2

GOST 10791-2011, TU 14-102-191-2000

Black wheels


860

Drawing 124-1

2

GOST 10791-2011, TU 14-102-191-2000

Black wheels


860

Drawing 125-1

2

GOST 10791-2011, TU 14-102-191-2000

*Can be produced but not yet certified for conformity.

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23


Product name

Application



Steel grade


Black wheels

For ingot cars

840

Drawing 00186269-097-1B

2

GOST 10791-2011, Technical Agreement

Gear blank

For electric locomotives

989

Drawing 077А-2

55F

TU 14-2R-343-2004

Gear blank


972

Drawing 128

45HN, 55F, 20H2N4А

Technical agreement

Wheel centers


1073+0,5 –0,5

Drawing 2ES6.31.110.007 –

TU 14-2R-444-2008

Wheel centers


1070,6+1

Drawing NTMK/ EP2К.31.15.102

–

TU 14-2R-444-2008

Wheel centers


1070,6+1

Drawing NTMK/ EP2К.31.15.103

–

TU 14-2R-444-2008

24

Railway steel

Foreign market Product name

Application



Steel grade


Solid wheels with curvilinear plate/web*

For freight wagons

920+4

Drawing 131 (VA 002)

ER7

EN 13262:2004+ A2:2011


For freight wagons

920+4

Drawing 00186269-141 (BA 319)

ER7

EN 13262:2004+ A2:2011


For freight wagons

920+4

Drawing 00186269-159 (BA 318)

ER7

EN 13262:2004+ A2:2011

Solid wheels with curvilinear plate/web

For freight wagons

914,4+14

Drawing 00186269-139 (H-36)

Class C

AAR M107/M208:2011

Solid wheels

For ingot cars

+2 840–2

Drawing 00186269-158

ER9

EN 13262:2004+ A2:2011

*Can be produced but not yet certified for conformity.

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25


TIRES/RINGS

Manufactured at the wheel and tire plant of EVRAZ NTMK.

Material and profile specification Product name

Basic dimensions mm dxBxH


Steel grade


For wide gauge railway locomotives (flanged)

1690 x 143 x 83 1340 x 143 x 83 1240 x 143 x 83 1160 x 143 x 83 1160 x 143 x 98 1090 x 143 x 83 1060 x 143 x 83

GOST R 52366-2005, drawing 001А

2

GOST 398-2010

GOST Р 52366-2005, drawing 003

4

TU 0941-096-01124323-2007

For wide gauge railway cars and tenders (flanged)

890 x 134 x 83 870 x 134 x 83 840 x 134 x 83 810 x 134 x 83 790 x 134 x 83

GOST 5000-83, drawing 005

2

GOST 398-2010

For underground rolling stock

650 x 134 x 70

R 126-99

2

GOST 398-2010, R 126-99

26

Railway steel

AXLE BLANKS

Manufactured at the rail mill of EVRAZ NTMK.

Material and profile specification Cross-sectional dimensions mm 215 х 215 230 х 230

www.evraz.com


Steel grade


Supplied lengths

GOST 4728-2010

ОS

GOST 4728-2010

Exact length (to be agreed upon in the P.O.)

27

Structural steel


HOT ROLLED REBAR STEEL FOR REINFORCED CONCRETE STRUCTURES Hot rolled steel for reinforcement of both normal and pre-stressed reinforced concrete structures. The rolled steel is manufactured at the structural steel facility of EVRAZ ZSMK.

Hot rolled rebars

Profile and material specification Mill

Diameter mm

Steel classes



Supply conditions, product length m

p/s 250-1

6

А-II (А300), As-II (As300), А-III (А400)

GOST 5781-82

Coils up to 830 kg

8; 10

А-I (А240), А-II (А300), As-II (Аs300), А-III (А400)

12; 14; 16; 18; 20; 22; 25; 28; 32; 36; 40

А-I (А240), А-II (А300), As-II (Аs300), А-III (А400)

GOST 380-2005 St 5 sp St 5 ps St 3 ps St 3 sp GOST 5781-82: 10GT 35GS 25G2S

m/s 250-1; m/s 250-2; s/s 450

Supplied in coils up to 830 kg (# 6-10) and bundles up to 10 tons (# 10-40).

30

6-11.7

Structural steel

THERMO-MECHANICALLY HARDENED REBARS FOR REINFORCED CONCRETE STRUCTURES Thermo-mechanically hardened rebars intended for reinforcement of both normal and pre-stressed reinforced concrete structures. Rebars of classes GP10, GP15, GP20 and Av600 are designed for use in mining industry, including for the manufacture of anchor chain. The products are manufactured at the structural steel facility of EVRAZ ZSMK.

Profile under GOST R 52544

Profile under TU 14-1-5526-2006 Thermomechanically hardened rebars

Material and profile specification Mill

Diameter mm

m/s 250-1; 10, 12, m/s 250-2; 14, 16, s/s 450 18, 20, 22, 25, 28, 32, 36, 40, 50

Steel class (diameter nominal)




A400С; А500С (10-28, 32-50); Av400С; Av500С (16, 20, 22, 25); А500SP (10-28, 32-40); Ac500С (10-28, 32-40); 460V (10, 12, 16, 20, 25, 32, 40, 50); 460 (10, 12, 16, 20, 25, 32, 40, 50); At400S; At500S (10-18, 32-40); At800 (10-18); GP10; GP15, GP20(16, 20, 22, 25), Av600(22)

GOST 380-2005: St 5 sp St 5 ps St 3 ps St 3 sp St3Gsp GOST 5781-82: 18G2S GOST 10884-94: 28S TU 0932-283-05757676-2012

TU 14-1-5254-2006, 6-11.7 GOST R 52544-2006, STO ASCHM 7-93, TU 14-1-5526-2006, TU 14-1-5543-2006, GOST 10884-94, BS 4449:1997, CS2-95, TU 0932-272-05757676-2008, TU 0932-283-05757676-2012

The products are supplied in bundles of up to 10 tons.

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31


ROUND BARS

Hot rolled round bars. Manufactured at the structural and rail steel facilities of EVRAZ ZSMK and at the heavy section mill of EVRAZ NTMK.

Profile mix Manufacturer: Mill

Diameter mm

Steel grade



Supplied lengths, bar length

EVRAZ ZSMK (structural steel facility): p/s 250-1

Bar in coils: 6.5; 8; 9; 10

St1kp-St3kp St3ps-St5ps St3sp-St5sp Sv08G2S and other

GOST 30136-95, TU 14-1-4760-89, TU 14-1-5282-94, TU 14-1-1700-91, TU 14-1-5283-94, TU 14-1-4782-90

Coils up to 830 kg

EVRAZ ZSMK (constructional steel rolling facility): m/s 250-1; m/s 250-2; s/s 450

Round bars as rods: 10; 12; 14; 16; 18–25; 28; 30; 32; 34; 36; 40; 42; 45; 48

St1kp-St3kp St3ps-St5ps St3sp-St5sp Sv08G2S 10-45, 40х 10kp-20kp and other

GOST 380-2005, GOST 1050-88, GOST 4543-71, GOST 10702-78, GOST 2246-70, TU 14-1-4760-89, TU 1-5282-94, TU 14-1-4782

GOST 2590-2006, GOST 535-2005, GOST 1050-88, GOST 4543-71, GOST 10702-78

Cut to 12 m rods

EVRAZ ZSMK (rail steel facility): Rail and structural steel plant, mill “450”

Round bars: ST 3, St 5, 30; 32; 33; 34; 20, 35, 40, 35; 36; 38; 40; 09G2S, 65G 42; 45; 46; 48; 50; 52; 53; 55; 56; 58; 60; 65; 70; 75; 80; 85; 90; 95; 100; 110; 120; 140; 150

GOST 380-2005, GOST 1050-88, GOST 4543-71, GOST 19281, GOST 14959

GOST 2590-2006, GOST 535-2005, GOST 14959-79

Exact length, the multiple of the exact length and random length

EVRAZ NTMK: Heavy section plant

Round bars: 70; 75; 80; 85; 90; 100; 105; 110; 115; 120; 130; 140; 150

GOST 380-2005, GOST 1050-88, GOST 4543-71, GOST 14959-79, GOST 19281-89

GOST 2590-2006, GOST 535-2005, GOST 1050-88, GOST 4543-71, GOST 14959-79, GOST 19281-89*


StЗsp-St6sp, 08-60, 15G–50G, 65, 70, 60G–70G, 265, 295, 09G2S, 10G, 2S1

* Round bars diameter up to 100 mm under the technical requirements of GOST 19281-89.

32

Structural steel

I-BEAMS

These products are manufactured at EVRAZ NTMK, EVRAZ ZSMK and EVRAZ DMZ Petrovskogo.

Parallel flange I-beams STO ASCHM 20-93

Manufactured at the H-beam rolling plant (HBRM) of EVRAZ NTMK. I-BEAM PROFILE Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section); i – radius of inertia. Profile mix Profile identifier

Profile dimensions mm t

R

Crosssectional area F m2

Weight of 1m kg

Axis values for reference Ix, cm4

Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

h

b

s

20 B1

200

100

5.5

8

11

27.16

21.3

1844

184.4

104.7

8.24

133.9

26.8

2.22

25 B1

248

124

5

8

12

32.68

25.7

3537

285.3

159.7

10.40

254.8

41.1

2.79

25 B2

250

125

6

9

12

37.66

29.6

4052

324.2

182.9

10.37

293.8

47.0

2.79

30 B1

298

149

5.5

8

13

40.80

32.0

6319

424.1

237.5

12.44

441.9

59.3

3.29

30 B2

300

150

6.5

9

13

46.78

36.7

7210

480.6

271.1

12.41

507.4

67.7

3.29

35 B1

346

174

6

9

14

52.68

41.4

11095

641.3

358.1

14.51

791.4

91.0

3.88

35 B2

350

175

7

11

14

63.14

49.6

13560

774.8

434.0

14.65

984.2

112.5

3.95

40 B1

396

199

7

11

16

72.16

56.6

20020

1011.1

564.0

16.66

1446.9

145.4

4.48

40 B2

400

200

8

13

16

84.12

66.0

23706

1185.3

663.2

16.79

1736.2

173.6

4.54

45 B1

446

199

8

12

18

84.30

66.2

28699

1287.0

725.1

18.45

1579.7

158.8

4.33

45 B2

450

200

9

14

18

96.76

76.0

33453

1486.8

839.6

18.59

1871.3

187.1

4.40

50 B1

492

199

8.8

12

20

92.38

72.5

36845

1497.8

853.5

19.97

1581.5

158.9

4.14

50 B2

496

199

9

14

20

101.27

79.5

41872

1688.4

957.3

20.33

1844.4

185.4

4.27

50 B3

500

200

10

16

20

114.23

89.7

47849

1914.0

1087.7

20.47

2140.3

214.0

4.33

55 B1

543

220

9.5

13.5

24

113.36

89.0

55682

2050.9

1165.1

22.16

2404.5

218.6

4.61

55 B2

547

220

10

15.5

24

124.75

97.9

62790

2295.8

1301.6

22.44

2760.3

250.9

4.70

60 B1

596

199

10

15

22

120.45

94.6

68721

2306.1

1325.5

23.89

1979.0

198.9

4.05

60 B2

600

200

11

17

22

134.41

105.5

77638

2587.9

1489.5

24.03

2277.5

227.8

4.12

70 B1

691

260

12

15.5

24

164.74

129.3

125931

3644.9

2094.9

27.65

4556.4

350.5

5.26

70 B2

697

260

12.5

18.5

24

183.64

144.2

145913

4186.9

2392.8

28.19

5436.7

418.2

5.44

20 SH1

194

150

6

9

13

39.01

30.6

2690

277.3

154.3

8.30

507.1

67.6

3.61

25 SH1

244

175

7

11

16

56.24

44.1

6122

501.8

279.2

10.43

984.3

112.5

4.18

30 SH1

294

200

8

12

18

72.38

56.8

11339

771.4

429.5

12.52

1602.9

160.3

4.71

30 SH2

300

201

9

15

18

87.38

68.6

14210

947.4

529.9

12.75

2033.8

202.4

4.82

35 SH1

334

249

8

11

20

83.17

65.3

17108

1024.4

565.8

14.34

2834.1

227.6

5.84

Normal I-beams

H-beams

www.evraz.com

33


Profile identifier

Profile dimensions mm s

t

R

Crosssectional area F m2

Weight of 1m kg


Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

h

b

35 SH2

340

250

9

14

20

101.51

79.7

21678

1275.2

706.1

14.61

3650.5

292.0

6.00

40 SH1

383

299

9.5

12.5

22

112.91

88.6

30556

1595.6

880.8

16.45

5575.4

372.9

7.03

40 SH2

390

300

10

16

22

135.95

106.7

38676

1983.4

1094.0

16.87

7207.1

480.5

7.28

45 SH1

440

300

11

18

24

157.38

123.5

56072

2548.7

1412.5

18.88

8110.3

540.7

7.18

50 SH1

482

300

11

15

26

145.52

114.2

60371

2505.0

1395.7

20.37

6762.4

450.8

6.82

50 SH2

487

300

14.5

17.5

26

176.34

138.4

71867

2951.4

1666.7

20.19

7896.4

526.4

6.69

50 SH3

493

300

15.5

20.5

26

198.86

156.1

83441

3385.0

1912.8

20.48

9249.7

616.6

6.82

50 SH4

499

300

16.5

23.5

26

221.38

173.8

95282

3818.9

2161.5

20.75

10603.4

706.9

6.92

60 SH1

582

300

12

17

28

174.49

137.0

102717

3529.8

1981.5

24.26

7668.0

511.2

6.63

60 SH2

589

300

16

20.5

28

217.41

170.7

126201

4285.3

2439.0

24.09

9257.4

617.2

6.53

60 SH3

597

300

18

24.5

28

252.37

198.1

150043

5026.6

2869.9

24.38

11067.3

737.8

6.62

60 SH4

605

300

20

28.5

28

287.33

225.6

174458

5767.2

3305.6

24.64

12879.3

858.6

6.70

70 SH1

692

300

13

20

28

211.49

166.0

172433

4983.7

2814.6

28.55

9022.9

601.5

6.53

70 SH2

698

300

15

23

28

242.53

190.4

198791

5696.0

3233.6

28.63

10381.1

692.1

6.54

70 SH3

707

300

18

27.5

28

289.09

226.9

239032

6761.9

3867.2

28.76

12422.4

828.2

6.56

70 SH4

715

300

20.5

31.5

28

329.39

258.6

275138

7696.2

4426.7

28.90

14240.2

949.3

6.58

70 SH5

725

300

23

36.5

28

375.69

294.9

319793

8821.9

5099.5

29.18

16512.3

1100.8

6.63

Column beams (UC) 20 K1

196

199

6.5

10

13

52.69

41.4

3846

392.5

216.4

8.54

1314.4

132.1

4.99

20 K2

200

200

8

12

13

63.53

49.9

4716

471.6

262.8

8.62

1601.4

160.1

5.02

25 K1

246

249

8

12

16

79.72

62.6

9171

745.6

410.7

10.73

3089.9

248.2

6.23

25 K2

250

250

9

14

16

92.18

72.4

10833

866.6

480.3

10.84

3648.6

291.9

6.29

25 K3

253

251

10

15.5

16

102.21

80.2

12154

960.8

535.4

10.90

4088.6

325.8

6.32

30 K1

298

299

9

14

18

110.80

87.0

18849

1265.1

694.7

13.04

6240.9

417.5

7.51

30 K2

300

300

10

15

18

119.78

94.0

20411

1360.7

750.6

13.05

6754.5

450.3

7.51

30 K3

300

305

15

15

18

134.78

105.8

21536

1435.7

806.9

12.64

7104.4

465.9

7.26

30 K4

304

301

11

17

18

134.82

105.8

23381

1538.2

852.8

13.17

7732.3

513.8

7.57

35 K1

342

348

10

15

20

139.03

109.1

31249

1827.4

1001.2

14.99

10541.7

605.8

8.71

35 K2

350

350

12

19

20

173.87

136.5

40296

2302.6

1272.7

15.22

13585.3

776.3

8.84

40 K1

394

398

11

18

22

186.81

146.6

56147

2850.1

1559.3

17.34

18921.9

950.8

10.06

40 K2

400

400

13

21

22

218.69

171.7

66623

3331.2

1836.3

17.45

22412.0

1120.6

10.12

40 K3

406

403

16

24

22

254.87

200.1

78041

3844.4

2139.9

17.50

26199.5

1300.2

10.14

40 K4

414

405

18

28

22

295.39

231.9

92773

4481.8

2513.2

17.72

31026.2

1532.2

10.25

40 K5

429

400

23

35.5

22

370.49

290.8

120292

5608.0

3198.6

18.02

37914.2

1895.7

10.12

34

Structural steel


Steel code

STO ASCHM 20-93



Supplied lengths m Exact length – 8.0–24.0, increments of 0.1 m; random length

Class

Grade

-

3sp

GOST 380-2005

GOST 535-2005, STO ASHM 20-93

-

S255, S285 S345, S375

GOST 27772-88

GOST 27772-88, STO ASHM 20-93

GOST 19281-89

GOST 19281-89, STO ASHM 20-93

EN 10025-2:2004 (DIN EN 10025-2:2005)

EN 10025-1:2004 (DIN EN 10025-1:2005)

265, 295, 325, 345 325 345

09G2 09G2S(D)

-

S275JR, S275J0, S275J2 S355JR, S355J0, S355J2

PARALLEL FLANGE I-BEAMS (TU 0925-016-00186269-2012)

Manufactured at the H-beam plant of EVRAZ NTMK. I-BEAM PROFILE: Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section); i – radius of inertia.

Profile mix Profile identifier

Profile dimensions mm h

b

s

t

R

Crosssectional area F cm2

Weight of 1m kg


Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

Narrow flange I-beams 31 U3A

309

102

6.0

8.9

9

36.32

28.5

5467

353.9

204.8

12.27

158.1

31.0

2.09

31 U4A

313

102

6.6

10.8

9

41.96

32.9

6537

417.7

241.5

12.48

191.9

37.6

2.14

36 U1A

349

127

5.8

8.5

11

41.88

32.9

8306

476.0

272.2

14.08

291.0

45.8

2.64

36 U2A

353

128

6.5

10.7

11

49.98

39.2

10279

582.4

332.2

14.34

375.1

58.6

2.74

41 U1A

399

140

6.4

8.8

12

50.29

39.5

12777

640.5

368.4

15.94

403.7

57.7

2.83

41 U2A

403

140

7.0

11.2

12

59.24

46.5

15690

778.7

445.5

16.27

513.8

73.4

2.95

46 U1A

450

152

7.6

10.8

12

66.63

52.3

21370

950

548

17.90

634

83

3.09

46 U2A

455

153

8.0

13.3

12

76.21

59.8

25652

1128

646

18.30

796

104

3.23

46 U3A

459

154

9.1

15.4

12

87.63

68.8

29851

1300.7

747.7

18.46

940.8

122.2

3.28

46 U1V

449.8

152.4

7.6

10.9

12

66.99

52.6

21522

957

552

17.90

645

85

3.10

46 U2V

454.6

152.9

8.1

13.3

12

76.57

60.1

25653

1129

647

18.30

795

104

3.22

46 U3V

458.0

153.8

9.0

15.0

12

85.90

67.4

29079

1270

730

18.40

913

119

3.26

46 U4V

462.0

154.4

9.6

17.0

12

94.82

74.4

32827

1421

817

18.60

1047

136

3.32

46 U5V

465.8

155.3

10.5

18.9

12

104.88

82.3

36741.3

1578

909

18.70

1185

153

3.36

61 U1A

599

178

10.0

12.8

17

105.39

82.7

56852

1898.2

1113.9

23.23

1209.8

135.9

3.39

61 U2A

603

179

10.9

15.0

17

118.64

93.1

65501

2172.5

1271.9

23.50

1442.1

161.1

3.49

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35


Profile identifier

Profile dimensions mm R


Weight of 1m kg


Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

h

b

s

t

31 B1A

310

165

5.8

9.7

9

49.56

38.9

8548

551.5

306.5

13.13

726.9

88.1

3.83

31 B2A

313

166

6.6

11.2

9

57.06

44.8

9964

636.7

355.2

13.21

854.8

103.0

3.87

31 B3A

317

167

7.6

13.2

9

66.87

52.5

11876

749.3

420.1

13.33

1025.9

122.9

3.92

31 B1V

303.4

165

6.0

10.2

9

51.33

40.3

8506

561

312

12.90

764

93

3.86

31 B2V

306.6

165.7

6.7

11.8

9

58.76

46.1

9902

646

360

13.00

896

108

3.90

31 B3V

310.4

166.9

7.9

13.7

9

68.78

54.0

11699

754

423

13.00

1063

127

3.93

36 B1A

352

171

6.9

9.8

11

57.49

45.1

12205

693.5

390.5

14.57

818.0

95.7

3.77

36 B2A

355

171

7.2

11.6

11

64.60

50.7

14170

798.3

448.2

14.81

968.1

113.2

3.87

36 B3A

358

172

7.9

13.1

11

72.31

56.8

16091

898.9

505.8

14.92

1112.8

129.4

3.92

36 B4V

363.4

143.2

9.1

15.7

11

85.63

67.2

19502

1073

607

15.10

1362

157

3.99

41 B1A

403

177

7.5

10.9

12

68.41

53.7

18734

929.7

526.1

16.55

1009.2

114.0

3.84

41 B2A

407

178

7.7

12.8

12

76.17

59.8

21706

1066.7

600.7

16.88

1205.1

135.4

3.98

41 B3A

410

179

8.8

14.4

12

86.33

67.8

24678

1204

681

16.90

1379

154

4.00

41 B4A

413

180

9.7

16.0

12

95.79

75.2

27615

1337

759

17.00

1559

173

4.03

41 B5A

417

181

10.9

18.2

12

108.60

85.3

31658

1518

866

17.10

1804

199

4.08

46 B1A

457

190

9.0

14.5

12

94.86

74.5

33415

1462.4

828.7

18.77

1660.8

174.8

4.18

46 B2A

460

191

9.9

16.0

12

104.73

82.2

37157

1615.5

918.2

18.84

1862.3

195.0

4.22

46 B3A

463

192

10.5

17.7

12

114.10

89.6

41105

1776

1010

19.00

2093

218

4.28

46 B4A

466

193

11.4

19.0

12

123.37

96.8

44658

1917

1094

19.00

2283

237

4.30

46 B5A

469

194

12.6

20.6

12

135.07

106.0

48978

2089

1197

19.00

2515

259

4.32

46 B1V

453.4

189.9

8.5

12.7

12

85.85

67.4

29532.9

1303

739

18.50

1452

153

4.113

46 B2V

457

190.4

9.0

14.5

12

94.97

74.6

33472

1465

830

18.8

1671

176

4.195

46 B3V

460

191.3

9.9

16.0

12

104.82

82.3

37204

1618

919

18.8

1871

196

4.22

46 B4V

463.4

191.9

10.5

17.7

12

114.11

89.6

41168

1777

1010

19.0

2090

218

4.28

46 B5V

467.2

192.8

11.4

19.6

12

125.61

98.6

45880

1964

1120

19.1

2347

243

4.32

61 B1A

603

228

10.5

14.9

17

130.61

102.5

77227

2561.4

1465.3

24.32

2950.9

258.9

4.75

61 B2A

608

228

11.2

17.3

17

145.59

114.3

88420

2908.6

1660.4

24.64

3426.3

300.6

4.85

61 B3V

612.2

229

11.9

19.6

17

160.30

125.9

99482

3250

1853

24.9

3933

344

4.95

61 B4V

617.2

230.2

13.1

22.1

17

179.29

140.7

112650

3650

2087

25.1

4507

392

5.01

Normal I-beams

Medium-flange I-beams 20 D1A

207

133

5.8

8.4

9

34.07

26.7

2597

251.0

140.4

8.73

329.8

49.6

3.11

20 D2A

210

134

6.4

10.2

9

40.17

31.5

3154

300.4

168.5

8.86

409.6

61.1

3.19

25 D2A

258

146

6.1

9.1

9

41.89

32.9

4915

381.0

213.3

10.83

472.6

64.7

3.36

25 D3A

262

147

6.6

11.2

9

49.44

38.8

6035

460.7

257.9

11.05

593.7

80.8

3.47

25 D4A

266

148

7.6

13.0

9

57.41

45.1

7136

537.0

302.0

11.10

704.0

95.0

3.50

25 D1V

251.4

146.1

6.0

8.6

12

40.42

31.7

4510

359.0

201.0

10.60

448.0

61.0

3.33

25 D2V

256.0

146.4

6.3

10.9

12

47.91

37.6

5633

440

246

10.8

571

78

3.45

25 D3V

259.6

147.3

7.2

12.7

12

55.51

43.6

6640

512

287

10.9

678

92

3.49

36

Structural steel

Profile identifier


b

s

t

R


Weight of 1m kg


Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

Column beams (UC) 15 K1A

152

152

5.8

6.6

9

28.81

22.6

1222

160.8

89.2

6.51

386.7

50.9

3.66

15 K2A

157

153

6.6

9.3

9

38.29

30.1

1731

220.6

123.2

6.72

555.7

72.6

3.81

15 K3A

162

154

8.1

11.6

9

47.67

37.4

2237

276.1

156.2

6.85

707.0

91.8

3.85

20 K2A

203

203

7.2

11.0

10

58.55

46.0

4543

447.6

247.6

8.81

1534.5

151.2

5.12

20 K3A

206

204

7.9

12.6

10

66.55

52.2

5270

511.6

284.6

8.90

1783.9

174.9

5.18

20 K4A

210

205

9.1

14.2

10

75.60

59.3

6111

582.0

326.3

8.99

2040.4

199.1

5.20

20 K5A

216

206

10.2

17.4

10

91.03

71.5

7660

709.2

401.6

9.17

2537.2

246.3

5.28

20 K6A

222

209

13.0

20.6

10

110.47

86.7

9469

853.0

490.0

9.26

3138.0

300.0

5.33

20 K7A

229

210

14.5

23.7

10

126.73

99.5

11326

989.0

574.0

9.45

3663.0

349.0

5.38


STO ASCHM 20-93

Steel code


Supplied lengths m Exact length – 8.0–24.0, increments of 0.1 m; random length

Class

Grade

-

3sp

GOST 380-2005

GOST 535-2005, STO ASHM 20-93

-

S255, S285 S345, S375

GOST 27772-88

GOST 27772-88, STO ASHM 20-93

GOST 19281-89

GOST 19281-89, STO ASHM 20-93

EN 10025-2:2004 (DIN EN 10025-2:2005)

EN 10025-1:2004 (DIN EN 10025-1:2005)

265, 295, 325, 345 325 345 -

www.evraz.com


09G2 09G2S(D) S275JR, S275J0, S275J2 S355JR, S355J0, S355J2

37


Column I-beams for tower cranes

Manufactured at the H-beam plant of EVRAZ NTMK. I-BEAM PROFILE: Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section) i – radius of inertia.



15KR

b

180.8

s

152

13.0

t

R

21.0


Weight of 1m kg

83.1

65.2

12


Wx, cm3

4444

492

Sx, cm3

ix, cm

290.5

iy, cm4

7.3

Wy, cm3

1233

162

iy, cm 3.85


Steel code

TS 00186269-89-2011

Class

Grade

-

09G2S

Chemistry specification Technical specification

Supplied lengths m

GOST 19281-89

Exact length – 8.0–24.0, increments of 0.1 m; random length

GOST 19281-89, TS 00186269-89-2011

Parallel flange I-beams (ASTM A6/A6М)

Manufactured at the H-beam plant of EVRAZ NTMK.

Profile mix Profile identifier under ASTM A6

Code

W6х15

Profile dimensions mm

Weight of 1 m kg

Profile depth h

Flange width b

Web thickness S

Flange thickness t

Radius R

15К1А

152

152

5.8

6.6

9

22.6

W6х20

15К2А

157

153

6.6

9.3

9

30.1

W6х25

15К3А

162

154

8.1

11.6

9

37.4

W8х18

20D1А

207

133

5.8

8.4

9

26.7

W8х21

20D2А

210

134

6.4

10.2

9

31.5

W8х31

20К2А

203

203

7.2

11.0

10

46.0

W8х35

20К3А

206

204

7.9

12.6

10

52.2

W8х40

20К4А

210

205

9.1

14.2

10

59.3

W8х48

20К5А

216

206

10.2

17.4

10

71.5

W8х58

20К6А

222

209

13.0

20.6

10

86.7

W8х67

20К7А

229

210

14.5

23.7

10

99.5

38

Structural steel

Profile identifier under ASTM A6

Code

W10х22


Weight of 1 m kg

Profile depth h

Flange width b

Web thickness S

Flange thickness t

Radius R

25D2A

258

146

6.1

9.1

9

32.9

W10х26

25D3A

262

147

6.6

11.2

9

38.8

W10х30

25D4A

266

148

7.6

13.0

9

45.1

W12х19

31U3A

309

102

6.0

8.9

9

28.5

W12х22

31U4A

313

102

6.6

10.8

9

32.9

W12х26

31B1A

310

165

5.8

9.7

9

38.9

W12х30

31B2A

313

166

6.6

11.2

9

44.8

W12х35

31B3A

317

167

7.6

13.2

9

52.5

W14х22

36U1A

349

127

5.8

8.5

11

32.9

W14х26

36U2A

353

128

6.5

10.7

11

39.2

W14х30

36B1A

352

171

6.9

9.8

11

45.1

W14х34

36B2A

355

171

7.2

11.6

11

50.7

W14х38

36B3A

358

172

7.9

13.1

11

56.8

W16х26

41U1A

399

140

6.4

8.8

12

39.5

W16х31

41U2A

403

140

7.0

11.2

12

46.5

W16х36

41B1A

403

177

7.5

10.9

12

53.7

W16х40

41B2A

407

178

7.7

12.8

12

59.8

W16х45

41B3A

410

179

8.8

14.4

12

67.8

W16х50

41B4A

413

180

9.7

16.0

12

75.2

W16х57

41B5A

417

181

10.9

18.2

12

85.3

W18х35

46U1A

450

152

7.6

10.8

12

52.3

W18х40

46U2A

455

153

8.0

13.3

12

59.8

W18х46

46U3A

459

154

9.1

15.4

12

68.8

W18х50

46B1A

457

190

9.0

14.5

12

74.5

W18х55

46B2A

460

191

9.9

16.0

12

82.2

W18х60

46B3A

463

192

10.5

17.7

12

89.6

W18х65

46B4A

466

193

11.4

19.0

12

96.8

W18х71

46B5A

469

194

12.6

20.6

12

106.0

W24х55

61U1A

599

178

10.0

12.8

17

82.7

W24х62

61U2A

603

179

10.9

15.0

17

93.1

W24х68

61B1A

603

228

10.5

14.9

17

102.5

W24х76

61B2A

608

228

11.2

17.3

17

114.3

Note: tolerances of dimensions, shape and weight are under ASTM A 6/A 6M.

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39


Grade mix Steel code



(A36)

ASTM A 36/A 36M

ASTM A 36/A 36M, ASTM A 6/A 6M

50, 50-2

ASTM A 572/A 572M


–

ASTM A 992/A 992M


50W

CSA G40.21

CSA G40.21, ASTM A 6/A 6M

50, 50-2

ASTM A 572/A 572M/ ASTM A 992/A 992M

ASTM A 572/A 572M / ASTM A 992/A 992M, ASTM A 6/A 6M

50/50W

ASTM A 572/A 572M/ CSA G40.21

ASTM A 572/A 572M / CSA G40.21, ASTM A 6/A 6M

50/50W

ASTM A 572/A 572M/ ASTM A 992/A 992M/ CSA G40.21

ASTM A 572/A 572M / ASTM A 992/A 992M / CSA G40.21, ASTM A 6/A 6M

List of ASTM and CSA standards on I-beam deliveries Code of standard

Name of standard

ASTM A 6/A 6M-11

Technical specification on rolled rods, sheets, sections, sheet piles from structural steel

ASTM A 36/A 36M-08а

Technical specification on structural carbon steel

ASTM A 572/A 572M-07

Technical specification on rolled sections from high strength structural low alloy niobium vanadium steel

ASTM A 992/A 992M-11

Technical specification on rolled sections from structural steel

CSA G40.21-04

High quality structural steel

Note: A P.O. is to contain the codes of relevant standards along with the issuance year of the latest revision or that of its update or a combination of the standards separated by a slash. If a P.O. is based upon the later version of a standard which is not yet available at the manufacturer the P.O. will be accepted upon provision of the official version of the same.

Length of the steel products Supplied lengths

Exact length

Length of the steel products

foot

20

25

30

32

35

40

45

50

55

60

m

6.1

7.6

9.2

9.8

10.7

12.7

13.7

15.3

16.8

18.3

Note: The I-beams can be ordered in lengths between 8 and 24 m with the increments of 0.1 m.

Parallel flange I-beams (BS4-1:2005)

Manufactured at the H-beam plant of EVRAZ NTMK. Profile mix Profile identifier Under BS 4-1

Code

152 х 152 х 23


Weight of 1 m kg

Section depth h

Flange width b

Web thickness s

Flange thickness t

Radius R

15К1V

152.4

152.2

5.8

6.8

9.0

23.0

152 х 152 х 30

15К2V

157.6

152.9

6.5

9.4

9.0

30.0

152 х 152 х 37

15К3V

161.8

154.4

8.0

11.5

9.0

37.0

203 х 203 х 46

20К1V

203.2

203.6

7.2

11.0

10.2

46.1

203 х 203 х 52

20К2V

206.2

204.3

7.9

12.5

10.2

52.0

203 х 203 х 60

20К3V

209.6

205.8

9.4

14.2

10.2

60.0

40

Structural steel

Profile identifier Under BS 4-1

Code

203 х 203 х 71


Weight of 1 m kg

Section depth h

Flange width b

Web thickness s

Flange thickness t

Radius R

20К4V

215.8

206.4

10.0

17.3

10.2

71.0

203 х 203 х 86

20К5V

222.2

209.1

12.7

20.5

10.2

86.1

254 х 146 х 31

25D1V

251.4

146.1

6.0

8.6

12

31.7

254 х 146 х 37

25D2V

256.0

146.4

6.3

10.9

12

37.6

254 х 146 х 43

25D3V

259.6

147.3

7.2

12.7

12

43.6

305 x 102 x 28

31U2V

308.7

101.8

6.0

8.8

9

28.2

305 x 102 x 33

31U3V

312.7

102.4

6.6

10.8

9

32.8

305 х 165 х 40

31B1V

303.4

165.0

6.0

10.2

9

40.3

305 х 165 х 46

31B2V

306.6

165.7

6.7

11.8

9

46.1

305 х 165 х 54

31B3V

310.4

166.9

7.9

13.7

9

54.0

356 х 127 х 33

36U1V

349.0

125.4

6.0

8.5

11

33.1

356 х 127 х 39

36U2V

353.4

126.0

6.6

10.7

11

39.1

356 х 171 х 45

36B1V

351.4

171.1

7.0

9.7

11

45.1

356 х 171 х 51

36B2V

355.0

171.5

7.4

11.5

11

51.1

356 х 171 х 57

36B3V

358.0

172.2

8.1

13.0

11

57.1

356 х 171 х 67

36B4V

363.4

173.2

9.1

15.7

11

67.2

406 х 140 х 39

41U1V

398.0

141.8

6.4

8.6

12

39.2

406 х 140 х 46

41U2V

403.2

142.2

6.8

11.2

12

46.3

406 х 178 х 54

41B1V

402.6

177.7

7.7

10.9

12

54.4

406 х 178 х 60

41B2V

406.4

177.9

7.9

12.8

12

60.3

406 х 178 х 67

41B3V

409.4

178.8

8.8

14.3

12

67.4

406 х 178 х 74

41B4V

412.8

179.5

9.5

16.0

12

74.5

457 х 152 х 52

46U1V

449.8

152.4

7.6

10.9

12

52.6

457 х 152 х 60

46U2V

454.6

152.9

8.1

13.3

12

60.1

457 х 152 х 67

46U3V

458.0

153.8

9.0

15.0

12

67.4

457 х 152 х 74

46U4V

462.0

154.4

9.6

17.0

12

74.4

457 х 152 х 82

46U5V

465.8

155.3

10.5

18.9

12

82.3

457 х 191 х 67

46B1V

453.4

189.9

8.5

12.7

12

67.4

457 х 191 х 74

46B2V

457.0

190.4

9.0

14.5

12

74.6

457 х 191 х 82

46B3V

460.0

191.3

9.9

16.0

12

82.3

457 х 191 х 89

46B4V

463.4

191.9

10.5

17.7

12

89.6

457 х 191 х 98

46B5V

467.2

192.8

11.4

19.6

12

98.6

610 х 229 х 101

61B1V

602.6

227.6

10.5

14.8

17

102.1

610 х 229 х 113

61B2V

607.6

228.2

11.1

17.3

17

113.9

610 х 229 х 125

61B3V

612.2

229.0

11.9

19.6

17

125.9

610 х 229 х 140

61B4V

617.2

230.2

13.1

22.1

17

140.7

Note: tolerances of dimensions, shape and weight are under BS EN 10034:1993 (EN 10034:1993).

www.evraz.com

41


Grade mix Steel code S275JR, S275J0, S275J2 S355JR, S355J0, S355J2



EN 10025-2:2004 (DIN EN 10025-2:2005)

EN 10025-1:2004 (DIN EN 10025-1:2005)

Length of the rolled products Supplied lengths

Exact length


Lengths between 8 and 24 m with increments of 0.1 m

Parallel flange I-beams (JIS G 3192:2008)

Manufactured at the H-beam plant of EVRAZ NTMK. Profile mix

Profile identifier


Weight of 1m kg

Section depth h

Flange width b

Web thickness s

Flange thickness t

Radius R

20B1S

200

100

5.5

8

11

21.3

25B1S

248

124

5

8

12

25.7

25B2S

250

125

6

9

12

29.6

30B1S

298

149

5.5

8

13

32.0

30B2S

300

150

6.5

9

13

36.7

35B1S

346

174

6

9

14

41.4

35B2S

350

175

7

11

14

49.6

40B1S

396

199

7

11

16

56.6

40B2S

400

200

8

13

16

66.0

45B1S

446

199

8

12

18

66.2

45B2S

450

200

9

14

18

76.0

50B2S

496

199

9

14

20

79.5

50B3S

500

200

10

16

20

89.7

60B1S

596

199

10

15

22

94.6

60B2S

600

200

11

17

22

106.0

20SH1S

194

150

6

9

13

30.6

25SH1S

244

175

7

11

16

44.1

30SH1S

294

200

8

12

18

56.8

35SH2S

340

250

9

14

20

79.7

40SH2S

390

300

10

16

22

107.0

45SH1S

440

300

11

18

24

124.0

50SH1S

482

300

11

15

26

114.0

50SH2S

488

300

11

18

26

128.0

42

Structural steel


Profile identifier

Weight of 1m kg

Section depth h

Flange width b

Web thickness s

Flange thickness t

Radius R

15K1S

150

150

7

10

11

31.5

20K2S

200

200

8

12

13

49.9

25K2S

250

250

9

14

16

72.4

30K2S

300

300

10

15

18

94.0

35K2S

350

350

12

19

20

136.0

40K2S

400

400

13

21

22

172.0

Note: tolerances on dimensions, shape, weight, fillet radius are under STO ASCHM 20-93.

Grade mix Steel code



SS400

JIS G 3101:2010

JIS G 3192:2008

Length of the rolled products Supplied lengths

Exact length


Lengths between 6 and 12 m with the increments of 0.1 m

Parallel flange I-beams (GOST 26020 – 83)

Products are manufactured at the medium-section mill “450” of EVRAZ ZSMK.



b

s

t

R


Weight of 1m kg


Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

Normal I-beams 10 B1

100

55

4.1

5.7

7

10.32

8.1

17.1

34.2

19.7

4.07

15.9

5.8

1.24

12 B1

117.6

64

3.8

5.1

7

11.03

8.7

257

43.8

24.9

4.83

22.4

7.0

1.42

12 B2

120

64

4.4

6.3

7

13.21

10.4

318

53.0

30.4

4.90

27.7

8.6

1.45

14 B1

137.4

73

3.8

5.6

7

13.39

10.5

435

63.3

35.8

5.70

36.4

10.0

1.65

14 B2

140

73

4.7

6.9

7

16.43

12.9

541

77.3

44.2

5.74

44.9

12.3

1.65

16 B1

157

82

4.0

5.9

9

16.18

12.7

689

87.8

49.5

6.53

54.4

13.3

1.83

16 B2

160

82

5.0

7.4

9

20.09

15.8

869

108.7

61.9

6.58

68.3

16.6

1.84

www.evraz.com

43


Grade mix Section specification

Steel code

GOST 26020-83



Class

Grade

S245

St3ps

GOST 380-2005

GOST 380-2005 GOST 26020-83

S255

St3sp

GOST 380-2005

GOST 380-2005 GOST 26020-83

S285

St3Gps

GOST 380-2005

GOST 380-2005 GOST 26020-83

S295

09G2

GOST 19281-89

GOST 19281-89 GOST 26020-83

S345

09G2S

GOST 19281-89

GOST 19281-89 GOST 26020-83

Supplied lengths m

Exact length — 6.0–12.0



b

s

t

R


Weight of 1m kg


Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

I-beams of an additional series (D) 35DB1

349

127

5.8

8.5

15

42.78

33.6

8540

489.4

279.4

14.13

291.5

45.9

2.61

40DB1

399

139

6.2

9.0

15

50.58

39.7

13050

654.2

374.5

16.06

404.4

58.2

2.83

45DB1

450

152

7.4

11.0

15

67.05

52.6

21810

969.2

556.8

18.04

646.2

85.0

3.10


GOST 26020-83

Steel code

Technical specification Supplied lengths m

Class

Grade

-

3sp

GOST 380-2005

GOST 380-2005 GOST 26020-83

-

S255 S285 S345 S375

GOST 27772-88

GOST 27772-88 GOST 26020-83

GOST 19281-89

GOST 19281-89 GOST 26020-83

DIN EN 10025-2:2005

DIN EN 10025-1:2005 DIN EN 10025-2 GOST 26020-83

265 295 325 345 -

44


09G2 09G2S(D) S235 (JR, J0, J2) S275 (JR, J0, J2) S355 (JR, J0, J2)

Exact length – 8.0–24.0, increments of 0.1 m; random length

Structural steel

Inclined flange I-beams

Manufactured at the H-beam and heavy section plants of EVRAZ NTMK, and at the rail and beam plant of EVRAZ DMZ Petrovskogo. I-BEAM PROFILE: Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section) i – radius of inertia.



b

s

t

R

Cross- Weight of sectional 1m area F kg 2 cm

r

Axis values for reference

Manufacturer

Ix, cm4

Wx, cm3

Sx, cm3

ix, cm

iy, cm4

Wy, cm3

iy, cm

Special I-beam for coke and chemical industry (TU 14-102-192-2000) KHM - 365

365

130

14.5

20.0

14

6

100.3

78.7

19961

1093.7

653

14.10

702.6

108.1

2.64 EVRAZ NTMK

Monorail I-beam (GOST 19425-74) 24M

240

110

8.2

14.0

11

4

48.7

38.3

4640

387

223

9.75

276

50.2

2.38 EVRAZ NTMK

30M

300

130

9.0

15.0

12

6

64.0

50.2

9500

633

364

12.20

480

73.9

2.74 EVRAZ NTMK

36M

360

130

9.5

16.0

14

6

73.8

57.9 15340

852

493

14.40

518

79.7

2.65 EVRAZ NTMK

45M

450

150

10.5

18.0

16

7

98.8

77.6

31900

1420

821

18.00

892

119.0

3.00 EVRAZ NTMK

Special I-beam for reinforcement of the pit shafts (GOST 19425-74) 22S

220

110

7.5

12.3

9.5

4.8

42.1

33.1

3400

310

178

9.00

228

41.5

2.32 EVRAZ DMZ Petrovskogo

5.1

8.1

9

3.5

23.4

18.4

1290

143

81.4

7.42

82.6

18.4

1.88 EVRAZ NTMK

I-beam under GOST 8239-89 №18*

100

90

*The profile is manufactured at the heavy section plant of EVRAZ NTMK.


TU 14-102-192-2000 GOST 19425-74 GOST 8239-89

Steel code


Supplied lengths, product length m EVRAZ NTMK: exact length – 8.0–24.0, increments of 0.1 m; random length; ЕVRAZ DMZ Petrovskogo exact length 8.0–12.0; the exact length together with the random length (from 4.0 m — up to 15%); random length

Class

Grade

-

3sp

GOST 380-2005

GOST 380-2005 TU 14-102-192 GOST 19425-74 GOST 8239-89

-

S255 S285 S345 S375

GOST 27772-88

GOST 27772-88 GOST 19425-74 GOST 8239-89

GOST 19281-89

GOST 19281-89 GOST 19425-74 GOST 8239-89

265 295 325 345

www.evraz.com


09G2 09G2S(D)

45


CHANNELS

Channels are manufactured at the rail and structural steel plant of EVRAZ NTMK, at mill “450” of EVRAZ ZSMK, at mill “550” (all channels except for #27P) and at the rail and beam plant (channel #27P) of EVRAZ DMZ Petrovskogo. CHANNEL SECTION: Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section); i – radius of inertia.

Profile mix Channel number

Dimension mm h

b

s

Cross-sectional area F cm2

t

Weight of Manufacturer 1m kg

Parallel flange hot rolled steel channels under GOST 8240-97, DSTU 3436-96 Channel № 8 P

80

40

4.2

7.4

8.98

7.050

Channel № 10 P

100

46

4.3

7.6

10.90

8.590

Channel № 12 P

120

52

4.3

7.9

13.30

10.400

Channel № 14 P

140

58

4.4

8.2

15.60

12.300

Channel № 16 P

160

64

4.4

8.5

18.10

14.200

Channel № 18 P

180

70

4.5

9.2

20.59

16.164

Channel № 20 P

200

76

4.6

9.6

23.46

18.414

Channel № 22 P

220

82

4.6

10.0

26.15

20.527

Channel № 24 P

240

90

4.8

10.6

30.19

23.698

Channel № 27 P

270

95

6.0

10.5

35.20

27.700

Channel № 30 P

300

100

6.3

11.4

40.88

32.090

ЕVRAZ DMZ Petrovskogo, EVRAZ ZSMK


Parallel flange hot rolled steel channels under DIN 1026-2:2002, EN 10025-1:2004 UPE80

80

50

4.0

7.0

10.10

7.90

UPE100

100

55

4.5

7.5

12.50

9.82

UPE120

120

60

5.0

8.0

15.40

12.10

UPE140

140

65

5.0

9.0

18.40

14.50


Inclined flange channels under GOST 8240-97 Channel № 16U

160

64

5.0

8.4

18.10

14.20

Channel № 16aU

160

68

5.0

9.0

19.50

15.30

Channel № 18U

180

70

5.1

8.7

20.70

16.30 EVRAZ NTMK

Channel № 18aU

180

74

5.1

9.3

22.20

17.40

Channel № 20U

200

76

5.2

9.0

23.40

18.40

Channel № 22U

220

82

5.4

9.5

26.70

21.00 EVRAZ ZSMK (rail rolling facility)

Channel № 24U

240

90

5.6

10.0

30.60

24.00 EVRAZ NTMK, EVRAZ ZSMK (rail steel facility)

*The standard covers the parallel flange sections with flange depths of 80 mm to 400 mm.

46

Structural steel

Channel number

Dimension mm h

b

s

t


Weight of Manufacturer 1m kg

Channel № 27U

270

95

6.0

10.5

35.20

27.70 EVRAZ NTMK

Channel № 30U

300

100

6.5

11.0

40.50

31.80

Channel № 40U

400

115

8.0

13.5

61.50

48.30 EVRAZ ZSMK (rail steel facility)

Inclined flange* channels under DIN 1026-1:2002, EN 10025-1:2004 U80

80

45

6.0

8.0

11.00

8.64

U100

100

50

6.0

8.5

13.50

10.60

U120

120

55

7.0

9.0

17.00

13.40

U140

140

60

7.0

10.0

20.40

16.00

U160

160

65

7.5

10.5

24.00

18.80

U180

180

70

8.0

11.0

28.00

22.00


*The standard covers the inclined flange sections with flange depths of 30 mm to 400 mm. Hot rolled steel channel sections (U-shaped and UPE) are primarily manufactured from the steel grades set forth in DIN10025, sections 2-5.

www.evraz.com

47


Axis values for reference Channel number

Х–Х Ix, cm

4

Wx, cm

3

Y-Y ix, cm

Sx, cm

3

iy, cm

4

Х0, cm

Wy, cm

3

iy, cm

Channel № 8 P

89.8

22.5

3.16

13.30

13.90

5.31

1.24

1.38

Channel № 10 P

175.0

34.9

3.99

20.50

22.60

7.37

1.44

1.53

Channel № 12 P

305.0

50.8

4.79

29.70

34.90

9.84

1.62

1.66

Channel № 14 P

493.0

70.4

5.61

40.90

51.50

12.90

1.81

1.82

Channel № 16 P

750.0

93.8

6.44

54.30

72.80

16.40

2.00

1.97

Channel № 18 P

1123.82

124.87

7.388

71.35

102.88

21.73

2.235

2.265

Channel № 20 P

1589.7

158.97

8.23

90.58

138.29

26.80

2.428

2.44

Channel № 22 P

2165.11

196.83

9.10

111.69

180.93

32.575

2.63

2.645

Channel № 24 P

2995.64

249.64

9.96

141.28

253.13

41.64

2.896

2.92

Channel № 27 P

4180.0

310.0

10.90

178.00

314.00

46.70

2.99

2.78

Channel № 30 P

5975.85

398.39

12.09

229.08

405.77

57.24

3.15

2.91

UPE80

107.0

26.8

3.26

15.60

25.50

8.00

1.59

1.82

UPE100

207.0

41.4

4.07

24.00

28.30

10.60

1.75

1.91

UPE120

364.0

60.6

4.86

35.20

55.50

13.80

1.90

1.98

UPE140

600.0

85.6

5.71

49.40

78.80

18.20

2.07

2.17

Channel № 16U

747.0

93.4

6.42

54.10

63.30

13.80

1.87

1.80

Channel № 16aU

823.0

103.0

6.49

59.40

78.80

16.40

2.01

2.00

Channel № 18U

1090.0

121.0

7.24

69.80

86.00

17.00

2.04

1.94

Channel № 18aU

1190.0

132.0

7.32

76.10

105.00

20.00

2.18

2.13

Channel № 20U

1520.0

152.0

8.07

87.80

113.00

20.50

2.20

2.07

Channel № 22U

2110.0

192.0

8.89

110.00

151.00

25.10

2.37

2.21

Channel № 24U

2900.0

242.0

9.73

139.00

208.00

31.60

2.60

2.42

Channel № 27U

4160.0

308.0

10.90

178.00

262.00

37.30

2.73

2.47

Channel № 30U

5810.0

387.0

12.00

224.00

327.00

43.60

2.84

2.52

Channel № 40U

15220.0

761.0

15.70

444.00

642.00

73.40

3.23

2.75

U 80

106.0

26.5

3.10

15.90

19.40

6.36

1.33

1.45

U100

206.0

41.2

3.91

24.50

29.30

8.49

1.47

2.93

U120

364.0

60.7

4.62

36.30

43.20

11.10

1.59

3.03

U140

605.0

86.4

5.45

51.40

62.70

14.80

1.75

3.37

U160

925.0

116.0

6.21

68.80

85.30

18.30

1.89

3.56

U180

1350.0

150.0

6.95

89.60

114.00

22.40

2.02

3.75

48

Structural steel

Material and profile specification Manufacturer

Profile specification

Steel code Class -

EVRAZ NTMK

GOST 8240-97

-

265 295 325 345

GOST 8240-97

Technical specification Supplied lengths m

3sp

GOST 380-2005

GOST 380-2005 GOST 8240-97

S255 S285 S345 S375

GOST 27772-88

Grade

GOST 19281-89 09G2 09G2S(D)

GOST 27772-88 GOST 8240-97

GOST 19281-89 GOST 8240-97

St3ps

GOST 380-2005

С245

St3sp

GOST 380-2005

С285

St3Gps

GOST 380-2005

С295

09G2

GOST 19281-89

С345

09G2S

GOST 19281-89

st Зsp. ps. st 5sp, ps, 09G2S

DSTU 2651-2005 GOST 5521-93 GOST 6713-91 GOST 19281-89

S.235JR S.275JR S.355JR

DIN 1026-1-2000, DIN EN 10025, sections 1,2 DIN 1026-2-2000, DIN EN 10279-2000

-

EVRAZ ZSMK


DSTU 3436-96 (GOST 8240-97)

-

DIN 1026-1-2000, DIN 1026-2-2000

-


GOST 8240-97 GOST 535-2005 GOST 27772-88 GOST 8240-97 GOST 19281-89 GOST 8240-97

DSTU 3436-96 (GOST 8240-97)

Exact length — 4.1–12.0; the multiple of the exact length; random length; length over 12 is subject to agreement

Exact length — 4.1–12.0; the multiple of the exact length; random length; length over 12 is subject to agreement

Exact length — 12.0; 11.7; 9.0; 6.0 The length is to be agreed upon during the P.O. execution

s

Parallel flange channel DIN 1026-2

www.evraz.com

Inclined flange channel. DIN 1026-1

49


HOT ROLLED ANGLES

Equal angles under GOST 8509-93

The products are manufactured at the light section mill “250-1”; at the medium section mill “450” of EVRAZ ZSMK, at the heavy section plant of EVRAZ NTMK, and at mill “450” EVRAZ DMZ Petrovskogo. ANGLE SECTION: Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section) i – radius of inertia.

Profile mix Dimension mm b

50

t

R


r

Weight of 1 m Manufacturer kg

25

4

3.5

1.2

1.86

1.46

32

4

4.5

1.5

2.43

1.91

35

4 5

4.5 4.5

1.5 1.5

2.67 3.28

2.10 2.58

40

4 5

5.0 5.0

1.7 1.7

3.08 3.79

2.42 EVRAZ ZSMK 2.98

50

5 6

5.5 5.5

1.8 1.8

4.80 5.69

3.77 4.47

63

5 6

7.0 7.0

2.3 2.3

6.13 7.28

4.81 5.72

70

5 6 7 8

8.0 8.0 8.0 8.0

2.7 2.7 2.7 2.7

6.86 8.15 9.42 10.67

5.38 6.39 7.39 8.37

EVRAZ ZSMK EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

75

5 6 7 8 9

9.0 9.0 9.0 9.0 9.0

3.0 3.0 3.0 3.0 3.0

7.39 8.78 10.15 11.50 12.83

5.80 6.89 7.96 9.02 10.70

EVRAZ ZSMK EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ ZSMK

80

6 7 8

9.0 9.0 9.0

3.0 3.0 3.0

9.38 10.85 12.30

90

6 7 8 9

10.0 10.0 10.0 10.0

3.3 3.3 3.3 3.3

10.61 12.28 13.93 15.60

8.33 9.64 10.93 12.20

EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

100

6.5 7 8 10 12 16

12.0 12.0 12.0 12.0 12.0 12.0

4.0 4.0 4.0 4.0 4.0 4.0

12.82 13.75 15.60 19.24 22.80 29.68

10.06 10.79 12.25 15.10 17.90 23.30

EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK

110

7 8

12.0 12.0

4.0 4.0

15.15 17.20

11.89 EVRAZ ZSMK 13.50

125

8 9 10 12 14 16

14.0 14.0 14.0 14.0 14.0 14.0

4.6 4.6 4.6 4.6 4.6 4.6

19.69 22.00 24.33 28.89 33.77 37.70

15.46 17.30 19.10 22.68 26.20 29.65

7.36 EVRAZ ZSMK, EVRAZ DMZ Petrovskogo 8.51 EVRAZ ZSMK, EVRAZ DMZ Petrovskogo 9.65 EVRAZ ZSMK, EVRAZ DMZ Petrovskogo

EVRAZ ZSMK, EVRAZ DMZ Petrovskogo ЕVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK, EVRAZ DMZ Petrovskogo EVRAZ ZSMK EVRAZ ZSMK

Structural steel

Dimension mm b

t

R

r


Weight of 1 m Manufacturer kg

140

9 10 12

14.0

4.6

24.72 27.33 32.49

19.41 21.45 EVRAZ NTMK 25.50

160

10 11 12 14 16 18 20

16.0

5.3

31.43 34.42 37.39 43.57 49.07 54.79 60.40

24.67 27.02 29.35 34.20 EVRAZ NTMK 38.52 43.01 47.41

180

11 12

16.0

5.3

38.80 42.19

30.47 EVRAZ NTMK 33.12

200

16 18 20

18.0

6.0

61.98 69.30 76.54

48.65 54.40 EVRAZ NTMK 60.08

200 x 200 x 18 angles can be manufactured upon agreement.

Axis values for reference b mm

t mm

25

4

1.03

0.59

0.74

1.62

0.93

0.44

0.41

0.48

0.59

0.76

32

4

2.26

1.00

0.96

3.58

1.21

0.94

0.71

0.62

1.32

0.94

35

4 5

3.01 3.61

1.21 1.47

1.06 1.05

4.76 5.71

1.33 1.32

1.25 1.52

0.88 1.02

0.68 0.68

1.75 2.10

1.01 1.05

40

4 5

4.58 5.53

1.60 1.95

1.22 1.21

7.26 8.75

1.53 1.52

1.90 2.30

1.19 1.39

0.78 0.78

2.68 3.22

1.13 1.17

50

5 6

11.20 13.07

3.13 3.69

1.53 1.52

17.77 20.72

1.92 1.91

4.63 5.45

2.30 2.63

0.98 0.98

6.57 7.65

1.42 1.46

63

5 6

23.10 27.60

5.05 5.98

1.94 1.93

36.80 42.91

2.44 2.43

9.52 11.18

3.87 4.44

1.25 1.24

13.70 15.90

1.74 1.78

70

6 7 8

37.58 42.98 48.16

7.43 8.57 9.68

2.15 2.14 2.12

59.64 68.19 76.35

2.71 2.69 2.68

15.52 17.77 19.97

5.66 6.31 6.99

1.38 1.37 1.37

22.10 25.20 28.20

1.94 1.99 2.02

75

5 6 7 8 9

39.53 46.57 53.34 59.84 66.10

7.21 8.57 9.89 11.18 12.43

2.31 2.30 2.29 2.28 2.27

62.65 73.87 84.61 94.89 104.72

7.91 2.90 2.89 2.87 2.86

16.41 19.28 22.07 24.80 27.48

5.74 6.62 7.43 8.16 8.91

1.49 1.48 1.47 1.47 1.46

23.10 27.30 31.20 35.00 38.60

2.02 2.06 2.10 2.15 2.18

80

6 7 8

56.97 65.31 73.36

9.80 11.32 12.80

2.47 2.45 2.44

90.40 103.60 116.39

3.11 3.09 3.08

23.54 26.97 30.32

7.60 8.55 9.44

1.58 1.58 1.57

33.40 38.30 43.00

2.19 2.23 2.27

90

6 7 8 9

82.10 94.30 106.11 118.00

12.49 14.45 16.36 18.29

2.78 2.77 2.76 2.75

130.00 149.67 168.42 186.00

3.50 3.49 3.48 3.46

33.97 38.94 43.80 48.60

9.88 11.15 12.34 13.48

1.79 1.78 1.77 1.77

48.10 55.40 62.30 68.00

2.43 2.47 2.51 2.55

100

6.5 7 8 10 12 16

122.10 130.59 147.19 178.95 208.90 263.82

16.69 17.90 20.30 24.97 29.47 38.04

3.09 3.08 3.07 3.05 3.03 2.98

193.46 207.01 233.46 283.83 330.95 416.04

3.89 3.88 3.87 3.84 3.81 3.74

50.73 54.16 60.92 74.08 86.84 111.61

13.38 14.13 15.66 18.51 21.10 25.79

1.99 1.98 1.98 1.96 1.95 1.94

71.40 76.40 86.30 110.00 122.00 152.00

2.68 2.71 2.75 2.83 2.91 3.06

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Х–Х Ix, cm

4

Х0–Х0

Wx, cm

3

ix, cm

Ix0 max, cm

4

Y0–Y0

ix0 max, cm

iy, cm

4

Wy, cm

3

iy, cm

Ixy, cm4

Х 0, cm

51


b mm

t mm

Х–Х

125

8 9 10 12 14 16

294.36 327.48 359.82 422.23 481.76 538.56

32.20 36.00 39.74 47.06 54.17 61.09

3.87 3.86 3.85 3.82 3.80 3.78

466.76 520.00 571.04 670.02 763.90 852.84

4.87 4.86 4.84 4.82 4.78 4.75

121.98 135.88 148.59 174.43 199.62 224.29

25.67 28.26 30.45 34.94 39.10 43.10

2.49 2.48 2.47 2.46 2.45 2.44

172.00 192.00 211.00 248.00 282.00 315.00

3.36 3.40 3.45 3.53 3.61 3.68

140

9 10 12

465.72 512.29 602.49

45.55 50.32 59.66

4.34 4.33 4.31

739.42 813.62 956.98

5.47 5.46 5.43

192.03 210.96 248.01

35.92 39.05 44.97

2.79 2.78 2.76

274.00 301.00 354.00

3.76 3.82 3.90

160

10 11 12 14 16 18 20

774.24 844.21 912.89 1046.47 1175.19 1290.24 1418.85

66.19 72.44 78.62 90.77 102.64 114.24 125.60

4.96 4.95 4.94 4.92 4.89 4.87 4.85

1229.10 1340.06 1450.00 1662.13 1865.73 2061.03 2248.26

6.25 6.24 6.23 6.20 6.17 6.13 6.10

319.33 347.77 375.78 430.81 484.64 537.46 589.43

52.52 56.53 60.53 68.15 75.92 82.08 90.02

3.19 3.18 3.17 3.16 3.14 3.13 3.12

455.00 496.00 537.00 615.00 690.00 771.00 830.00

4.30 4.35 4.39 4.47 4.55 4.63 4.70

180

11 12

1216.44 1316.62

92.47 100.41

5.60 5.59

1933.10 2092.78

7.06 7.04

499.78 540.45

72.86 78.15

3.59 3.58

716.00 776.00

4.85 4.89

200

16 18* 20

2362.57 2620.64 2871.47

163.37 182.22 200.37

6.17 6.15 6.12

3755.39 4164.54 4860.42

7.78 7.75 7.72

969.74 1076.74 1181.92

123.77 135.48 146.62

3.96 3.94 3.93

1393.00 1544.00 1689.00

5.54 5.62 5.70

Ix, cm

4

Х0–Х0

Wx, cm

ix, cm

3

Ix0 max, cm

4

Y0–Y0

ix0 max, cm

iy, cm

4

Wy, cm

3

Ixy, cm4

iy, cm

Х 0, cm


Steel code Class -

GOST 8509-93

GOST 8509-93

GOST 8509-93

52

265 295 325 345



Manufacturer

3sp

GOST 380-2005

GOST 380-2005 GOST 8509-93

EVRAZ NTMK

S255 S285 S345 S375

GOST 27772-88

GOST 27772-88 GOST 8509-93

EVRAZ NTMK

GOST 19281-89

GOST 19281-89 GOST 8509-93

EVRAZ NTMK

Grade

09G2 09G2S(D)

-

S235 (JR, J0, J2) S275 (JR, J0, J2) S355 (JR, J0, J2)

DIN EN 10025-2

DIN EN 10025-1 DIN EN 10025-2 GOST 8509-93

EVRAZ NTMK

-

St3ps

GOST 380-2005

GOST 535-2005 GOST 8509-93

EVRAZ ZSMK

S245

St3sp

GOST 380-2005

GOST 27772-88 GOST 8509-93

EVRAZ ZSMK

S295

09G2

GOST 19281-89

GOST 27772-88 GOST 8509-93

EVRAZ ZSMK

S345

09G2S

GOST 19281-89

GOST 19281-89 GOST 8509-93

EVRAZ ZSMK

-

10HSND 15HSND

GOST 6713-91

GOST 6713-91 GOST8509-93

EVRAZ ZSMK

3sp, 3ps

GOST 380-2005

GOST 380-2005 GOST 8509-93

EVRAZ DMZ Petrovskogo

09G2S

GOST 19281-89

GOST 19281-89 GOST 8509-93


-

Structural steel

Additional characteristics Supplied lengths, bar lengths m

Exact length – 6.0–12.0 (EVRAZ NTMK), 4.0–12.0 (EVRAZ ZSMK); exact length – 6.0; 9.0; 11.7; 12.0 (EVRAZ DMZ Petrovskogo) the multiple of the exact length; random length

Maximum flange thickness deviations mm

Normal accuracy – from +0.3/–0.6 up to +0.4/–0.7 (EVRAZ DMZ Petrovskogo, EVRAZ NTMK, EVRAZ ZSMK); increased accuracy – from +0.2/–0.5 up to +0.3/–0.6 (EVRAZ DMZ Petrovskogo, EVRAZ NTMK);

Length deviations m

From 4 to 6 +0.05 (EVRAZ NTMK, EVRAZ ZSMK); from 6 +0.07 (EVRAZ NTMK, EVRAZ ZSMK); 6 +0.03; over 6 +0.05 (EVRAZ DMZ Petrovskogo)

Angle twist

Not more than 0.4% of length

Regulated technical characteristics

Tensile strength Yield stress Elongation Cold bending Impact strength Weldability guarantee

Packing

Tied bundles up to 10 t

Marking

Metal or plastic tags

Unequal angles (GOST 8510-86)

Manufactured at the heavy section shop of EVRAZ NTMK. ANGLE SECTION: Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section) i – radius of inertia.

Profile mix Angle number

Dimension mm B

b

t

Cross-sectional area cm2 R

Weight of 1 m Axial inclination Manufacturer kg tg α

r

16/10

160

100

10

13.0

4.3

25.28

19.85

0.390 EVRAZ NTMK

20/12.5

200

125

11 12 14 16

14.0

4.7

34.87 37.89 43.87 49.77

27.37 29.74 34.43 39.07

0.392 0.392 EVRAZ NTMK 0.390 0.388

Axis values for reference Angle number

t mm

Х–Х Ix, cm4

Wx, cm3

Y–Y ix, cm

Iy, cm4

Wy, cm3

U–U iy, cm

Iu min, cm4

Wu, cm3

iu min, см

Y0 cm

Х0 cm

Ixy cm4

16/10

10

666.59

61.91

5.13

204.09

26.42

2.84

121.16

22.02

2.19

2.28

5.23

213.0

20/12.5

11 12 14 16

1449.02 1568.19 1800.83 2026.08

107.31 116.51 134.64 152.41

6.45 6.43 6.41 6.38

446.36 481.93 550.77 616.66

45.98 49.85 57.43 64.83

3.58 3.57 3.54 3.52

263.84 285.04 326.54 366.99

38.27 41.45 47.57 53.56

2.75 2.74 2.73 2.72

2.79 2.83 2.91 2.99

6.50 6.54 6.62 6.71

465.0 503.0 575.0 643.0

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53



Steel code Class -

-

GOST 8510-86



GOST 8510-86

GOST 380-2005

GOST 380-2005 GOST 8510-86

S255 S285 S345 S375

GOST 27772-88

GOST 27772-88 GOST 8510-86

GOST 19281-89

GOST 19281-89 GOST 8510-86

Grade

265 295 325 345

09G2 09G2S(D)

375 390

12G2F 12G2FD

TU 14-1-53-91-99

TU 14-1-53-91-99 GOST 8510-86

-

S275 (JR, J0, J2) S355 (JR, J0, J2)

DIN EN 10025-2:2005

DIN EN 10025-1:2005

Supply conditions Supplied lengths, bar lengths m


Maximum flange thickness deviations mm

Normal accuracy – from +0.3/–0.6 up to +0.4/–0.7; Increased accuracy – from +0.2/–0.5 up to +0.3/–0.6

Length deviations m

From 4 up to 6 +0,05; from 6 +0.07

Angle twist

within 0.4% of the length

Regulated technical characteristics

Tensile strength Yield stress Elongation Cold bending Impact strength Weldability guarantee

Packing

Tied bundles up to 10 t

Marking

On metal or plastic tags

54

Structural steel

HEXAGONAL BAR Hot rolled steel hexagonal bar Hexagonal bar with inscribed circle diameters of 32, 36 and 41 mm, made into bolts and nuts. The bar is manufactured at mill “450” of EVRAZ ZSMK rail rolling facility.

Profile mix Nominal diameter of inscribed circle d mm

Maximum deviation mm

32 36 41

± 0.4 - 0.7


Weight of 1 m kg

8.868

6.962

11.224

8.811

14.450

11.430

The rolled bars comply to GOST 2879-2008 requirements. Normal rolling accuracy — V1, exact length — MD, blunted angles according to group BU, and bow under class III. The bar is made from the following steel grades: St3sp, St3ps as per GOST 380-2005; 20, 35 according to GOST 1050-88; 40Х as per GOST 4543-71.

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55


SHEET PILES

Sheet piles are produced at the H-beam mill of EVRAZ NTMK and the heavy section mill of EVRAZ Vitkovice Steel. EVRAZ group manufactures the most widely used type of piles: sheet piles with Larssen-type locks. The piles are transported by railway and trucks. The piles are sup plied in a range of lengths from 6 to 24 m; any shorter lengths can be supplied upon agreement. The piles are bundled for crane lifting.

Material and profile specification

cm2/m

kg/m

kg/m2

cm4

cm3/m

cm3/m

cm3/m

S 355GP2, 3551

Wall

С 3453

Single pile

s

Class

3454

Plastic section modulus

S 320GP2, 3201

t

Static moment

С 2853

H

Elastic section modulus

S 270GP2, 2701

B

Momentum of inertia

С 2553

Section

Weight

S 240GP2, 2401

Cross section area

2351


IIIn

400

290

13.0

9.0

198.1

62.2

155.5

23206

1600

893

1785

2

2

2

2

VL 504A

500

340

11.2

8.7

161.7

63.5

126.9

24198

1423

810

1619

2

2

2

2

VL 504

500

340 12.0

9.0

169.7

66.6

133.2

25575

1504

854

1709

2

2

2

2

VL 504K

500

340

13.0

9.3

179.1

70.3

140.6

27233

1602

908

1816

2

2

2

2

VL 507A

500

437

17.5

10.2

235.2

92.3

184.7

61185

2800

1601

3202

2

2

2

2

VL 601

600

310

7.5

6.4

98.3

46.3

77.2

11530

744

432

864

2

2

3

3

VL 601К

600

310

7.8

6.8

102.9

48.5

80.8

12019

775

452

903

2

2

3

3

VL 602A

600

310

8.0

7.3

109.0

51.3

85.5

12499

806

472

943

2

2

2

3

VL 602

600

310

8.4

7.6

113.3

53.4

89.0

13046

842

492

984

2

2

2

2

VL 602K

600

310

8.8

7.9

117.7

55.4

92.4

13590

877

513

1025

2

2

2

2

VL 603A

600

320

9.0

8.0

130.6

61.5

102.5

18205

1138

635

1271

3

3

3

4

VL 603

600

320

9.6

8.2

136.3

64.2

107.0

19199

1200

669

1338

3

3

3

3

VL 603K

600

320

9.8

9.0

143.9

67.8

113.0

19853

1241

694

1389

3

3

3

3

VL 603Z

600

322

10.0

10.0

153.1

72.1

120.2

20930

1300

732

1464

2

3

3

3

VL 603Z11

600

320

11.0

11.0

166.9

78.6

131.0

22470

1404

792

1583

2

2

3

3

VL 604A

600

390

9.6

8.8

150.8

71.0

118.4

30495

1564

885

1770

3

3

3

3

VL 604

600

390

10.0

9.0

155.2

73.1

121.9

31548

1618

915

1830

2

3

3

3

VL 604K

600

390

10.4

9.2

159.7

75.2

125.4

32600

1672

945

1890

2

3

3

3

VL 604Z

600

390

10.8

10.0

168.8

79.5

132.5

34087

1748

992

1985

2

2

3

3

VL 604D

600

390

10.9

8.7

158.6

74.7

124.5

33330

1709

961

1921

2

2

3

3

VL 604E

600

390 12.3

9.0

170.2

80.2

133.6

36623

1878

1053

2107

2

2

2

2

VL 605A

600

420

10.7

9.0

162.5

76.5

127.5

38243

1821

1035

2070

2

2

3

3

VL 605

600

420 12.3

9.2

174.2

82.1

136.8

42433

2021

1143

2286

2

2

2

2

VL 605K

600

420 12.4

10.0

182.0

85.7

142.9

43435

2068

1176

2352

2

2

2

2

VL 606A

600

430

9.0

181.3

85.4

142.3

47402

2205

1243

2487

2

2

2

2

56

13.4

Structural steel

cm2/m

kg/m

kg/m2

cm4

cm3/m

cm3/m

cm3/m

S 355GP2, 3551

Wall

С 3453

Single pile

s

Class

3454

Plastic section modulus

S 320GP2, 3201

t

Static moment

С 2853

H

Elastic section modulus

S 270GP2, 2701

B

Momentum of inertia

С 2553

Section

Weight

S 240GP2, 2401

Cross section area

2351


VL 606

600

430

15.8

9.3

199.3

93.9

156.4

53785

2502

1406

2812

2

2

2

2

VL 606K

600

430

16.0

10.0

206.5

96.2

160.4

54912

2554

1441

2883

2

2

2

2

L5UM

506

470 23.0

11.0

290.2

113.9

228.0

76437

3555

2017

4034

1

Strength class under TU 0925-008-00186269-2012.

2

Strength class according to EN 10248-1.

3

Strength class according to GOST 27772-88.

4

Strength class according to GOST 19281.

2

2

2

2

2

2

2

2

2

From 2011, EVRAZ companies have been manufacturing increased strength sheet piles type L5-UM from steel strength class 345 and higher. In terms of performance, strength classes 240, 270, 320, 355 correspond to S240GP, S270GP, S320GP, S355GP under EN 10248-1. Steel chemistry Strength class

Weight percentage % С max

235*

Mn max

Si max

P max

S max

N max

-

-

-

0.040

0.040

-

S240GP**, 240*

0.20

-

-

0.045

0.045

0.009

С255***

0.22

0.65

0.15-0.30

0.040

0.050

-

S270GP**, 270*

0.24

-

-

0.045

0.045

0.009

C285***

0.22

0.65

0.15-0.30

0.040

0.050

-

S320GP**, 320*

0.24

1.60

0.55

0.045

0.045

0.009

345****

0.22

1.60

0.90

0.035

0.040

0.012

C345***

0.15

1.30-1.70

0.80

0.035

0.040

0.008

S355GP**, 355*

0.24

1.60

0.55

0.045

0.045

0.009

Sheet piles can be produced from increased corrosion resistant steel due to the inclusion of copper alloying: class 320, 355 under TU 0925-008-00186269-2012: with increased copper 0.20–0.35% (320D1, 355D1), with high copper 0.35–0.50% (320D2, 355D2); class 345 under GOST 19281-89, S345 under TU 27772-88: with copper 0.15–0.30% (345D, С345D). Sheet piles are manufactured from weldable steel, enabled by the steel’s chemical composition with limited carbon equivalent that is not to exceed 0.45%.

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57


FLAT PRODUCTS

Flat products are manufactured at the plate mill of EVRAZ ZSMK rail rolling facility.

H В

Hot rolled thick steel plates Profile mix Steel grade

Length mm

Width В mm

Thickness Н mm

St 0-St 5, Gps, 10-35, 09G2S, 09G2D, A, B, D

3000, 3500, 4000, 4500, 5000, 5500, 6000

1400, 1420, 1500, 1600

5; 5.5; 6; 6.5; 7; 7.5

40-50, 35G2

3000, 3500, 4000, 4500, 5000, 5500, 6000

1400, 1420, 1500, 1600

7; 7.5

1250, 1400, 1420, 1500, 1600, 1700, 1800

8; 8.5; 9; 9.5; 10; 10.5; 11; 11.5; 12; 12.5; 13; 13.5; 14; 14.5; 15; 15.5; 16; 16.5

1250, 1400, 1420, 1500, 1600

17; 17.5; 18; 18.5

3000, 3500, 4000, 4500, 5000, 5500, 6000

1250, 1400, 1420, 1500, 1600

19; 19.5; 20; 20.5; 21; 21.5; 22

3000, 3500, 4000, 4500, 5000, 5500, 6000

1250, 1400, 1420

22.5; 23; 23.5; 24; 24.5; 25

3000, 3500, 4000, 4500, 5000, 5500

1250, 1400, 1420, 1500

22.5; 23; 23.5; 24; 24.5; 25

3000, 3500, 4000, 4500, 5000

1250, 1400, 1420, 1500, 1600

22.5; 23; 23.5; 24; 24.5; 25

3000, 3500, 4000, 4500, 5000, 5500, 6000

St 0-St 5, Gps, 10-50, 09G2S, 09G2D, 5G2, A, B, D

Plates of 1800 mm width and of lengths of 3000 mm to 6000 mm are manufactured with a gauge range of 8 to 16.5 mm. Can be transported by railway or automobile.

Commercial quality plates

Complies with the requirements of GOST 19903-74, GOST 14637-89 and GOST 380-2005. Produced from steel grades St 0, St3-St5 (kp, ps, sp), StЗGps, St3Gps, St5Gps as per GOST 380-2005 (categories 1-5).

Quality structural plates for cold stamping

Complies with the requirements of GOST 1577-93. Produced from steel grades: 10, 15, 20, 25, 30, 35, 40, 45, 50 as per GOST 1050-88. Manufactured from high strength steel under GOST 19281-89. Complies with the requirements of GOST 19903-74. Produced from steel grades 09G2S, 09G2D under GOST 19281-89.

Corrugated plates with lentil pattern

Gauges from 8 mm to 12 mm under GOST 8568-77 and 5 mm, 6 mm under TU 0970-182-05757676-2012. The plates are produced from steel grades St3 under GOST 380-2005, 09Г2С and GOST 19281-89.

Plates for ship building (River register)

Produced under GOST 5521-93. Produced from steel grades А, В, D.

58

Structural steel

Hot rolled steel strip Produced at mill “450” of the rail mill of EVRAZ ZSMK.

Profile mix Width B mm

Thickness H mm

Technical specification and regulations for the product mix

Steel grade

90-170

12-50

GOST 103-2006, GOST 380-2005

St3sp, St5sp as per GOST 380-2005

60-70

14-40

GOST 535-2005, GOST 14959-79

50HG as per GOST 14959-79

Supplied lengths, bar length The product can be supplied to exact length, and in multiples of exact lengths and of random length. The product is tied into the bundles of up to 5 tons and transported by railway.

Maximum deviation from the exact lengths and that from the multiple of the exact length: (+30) mm – up to 4 m; (+50) mm – over 4 m and up to 6 m; (+70) mm – over 6 m and up to 12 m. Camber of the strip is not to exceed 0.5% of the length. Bow to within 1 meter of length: is not specified if the strip gauge is up to 12 mm; not to exceed 30 mm if the strip gauge is over 12 mm and up to 36 mm; not to exceed 10 mm if the strip gauge is between 36 mm and 80 mm; The following defects are tolerated on the surface of the product: scattered scratch marks, dents, ripplings (depth within half the dimension tolerance), as well as blisters and sand marks, not exceeding 1/4 of the dimension tolerance, however within 0.20 mm, measured from the actual dimension.

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59

Industrial steel


Mine working support sections (pit props) Products are manufactured at the heavy section plant of EVRAZ NTMK, at the medium section mill “450” of EVRAZ ZSMK, at mill “550” (SVP 22, SVP 27), and at the rail and beam plant of EVRAZ DMZ Petrovskogo (SVP 33). Axis values for reference: I – momentum of inertia; W – moment of resistance; S – first moment (half section) i – radius of inertia. Profile mix Profile number

Weight of 1 m kg

Dimensions mm h

b5

b1

b

Manufacturer h2

d

d1

SVP 17

17.1

94.0

60.0

91.5

131.5

23.0

8.5

5.7 EVRAZ ZSMK

SVP 19

19.2

102.0

60.0

94.0

136.0

24.0

9.5

6.0 EVRAZ ZSMK

SVP 22

21.9

110.0

60.0

99.5

145.5

25.5

11.0

6.2 ЕVRAZ DMZ Petrovskogo EVRAZ NTMK, EVRAZ ZSMK

SVP 27

27.0

123.0

59.5

99.5

149.5

29.0

13.0

7.4 ЕVRAZ DMZ Petrovskogo EVRAZ NTMK, EVRAZ ZSMK

SVP 33

33.39

137.0

66.0

110.0

166.0

32.0

14.5

7.9 ЕVRAZ DMZ Petrovskogo

Reference axis values Profile number

Profile dimensions mm R2

R1

R3

Cross-sectional Weight of 1 m area kg cm2

R4

Х–Х Ixmin, сm4

Wxmin, сm3

Y–Y Wxпл, сm3

Iy, сm4

Wy, сm3

SVP 17

6.0

7.0

5.0

6.0

21.73

17.1

243.4

50.3

69

382.3

57.9

SVP 19

6.0

8.0

5.0

6.0

24.44

19.2

322.8

61.3

88

464.0

67.0

SVP 22

6.0

8.0

5.0

6.0

27.91

21.9

428.6

74.8

99

566.3

77.8

SVP 27

6.0

10.0

5.0

6.0

34.37

27.0

646.1

100.2

137

731.5

97.8

SVP 33

6.0

11.0

6.0

7.0

42.53

33.39

999.5

138.5

190

1228.0

148.0

Material and shape specification Section specification

Steel grade

Chemistry specification Technical specification

Supplied lengths, bar lengths m

Manufacturer

GOST 18622-83

St5sp

GOST 380-2005

GOST 535-2005, TU 0931-126-00186269-2011 GOST 535-2005, GOST 18622-83 (class 2)

exact length – 3.0–12.0 m; the multiple of the exact length; random length

EVRAZ NTMK

GOST 18622-83

St5sp/ps

GOST 535-2005 GOST 18622-83 (class 2)

exact length – 9.0–12.0 m; the multiple of the exact length; random length

EVRAZ ZSMK, ЕVRAZ DMZ Petrovskogo

The product is tied into the 10 t bundles.

62

Industrial steel

Monorail

Product is manufactured at medium section mill “450” (structural steel facility), and at the rail and beam mill (rail rolling facility) of EVRAZ ZSMK.

М200

DP 155

Material and profile specification Name


Product mix standard and technical requirements


Length m

DP 155

24.00 09G2S

TU 0925-274-05757676-2009

GOST 380-2005 GOST 19281-89 GOST 27772-88

Exact length – 6.1 or 9.1

М200

47.48 St5Gps

TS 14788411-85-2008

GOST 22536.0 GOST 22536.11 GOST 17745-90 GOST 18895-97

The multiple of the exact length, not to exceed three multiples (length of a multiple – 3.02 m)

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63


Grinding balls

The balls are subdivided into the hardness groups below: 1 – normal hardness for general duty; 2 – increased hardness for general duty; 3 – high hardness for crushing ferrous ores; 4 – ultra high hardness for crushing non-ferrous ores, cement and refractories.

EVRAZ NTMK

The products are manufactured at the grinding ball plant. Profile mix Nominal diameter mm

Tolerances on nominal diameter mm

Nominal volume cm3

Nominal Product mix standard weight and technical kg requirements

Hardness HRCe (HB), at least, for groups 1

2

3

4*

On the ball surface

40

±2.0

37.4

0.294 GOST 7524-89

60

±3.0

125

0.980

(70)

204

1.600

80

299

2.350

435

3.410

589

4.620

1023

8.030

(90)

±4.0

100 120

±5.0

*Material for hardness group 4 is to be agreed upon in the P.O. The balls of nominal diameter of 40 mm are manufactured from imported feedstock. The balls in parenthesis are not currently manufactured.

64

At the depth equal to ½ of the ball radius

43 (401)

49 (461)

55 (534)

55 (534)

45 (415)

40 (352)

42 (375)

52 (495)

–

–

35 (302)

38 (331)

50 (477)

–

–

Industrial steel

EVRAZ ZSMK

Products are manufactured at the grinding ball mills SHPS-1 and SHPS-2 of the rail rolling facility. Profile mix Nominal ball diameter mm

Tolerances on nominal diameter mm

Nominal volume cm3

Nominal Product mix standard weight and technical kg requirements

Hardness HRCe (HB), at least for groups 1

2

3

4

On the ball surface

40

±2.0

37.4

50

±3.0

74

0.294 GOST 7524-89, ТТ 14788411-93-2009 0.580

At the depth equal to ½ of the ball radius

43 (401)

49 (461)

55 (534)

55 (534)

40 (352)

42 (375)

52 (495)

52 (514)

45 (415)

60

125

0.980

70

204

1.600

80*

299

2.350

435

3.410

–

–

589

4.620

52 (514)

45 (415)

1023

8.030

–

–

90

±4.0

100* 120

±5.0

35 (302)

38 (331)

50 (477)

* 80 mm and 100 mm balls are manufactured from steel grade SH2L under TT 14788411-93-2009.

Analysis and hardness of grinding balls from grade SH2L Weight Percentage % C

Mn

Si

P

S

Hardness HRCe (HB), at least Cr

not to 0.65-0.75

0.70-0.80

0.20-0.35

0.035

Ni

Cu not to

0.035

0.50-0.60

0.30

0.30 - ball surface – 52 (514); - at a depth equal to 1/2 of the ball radius – 45 (415)

Balls are delivered either in bulk or in bags of 1 t.

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65


Side bar for mining trough 230

Manufactured at the heavy section shop of EVRAZ NTMK.

Material and shape specification Specification section


TU 14-102-148-93

86.5

Weight of 1 m kg

Steel code Class

67.9 –

–

Grade

Chemistry specification Technical specification Supplied lengths, bar lengths m

40GR

TU 14-102-140 GOST: 4543

TU 14-102-148-93

30G2R

TU 14-102-148 GOST: 4543

TU 14-102-148-93


Grinding mill lining sections

Sections 1ts, 2ts The sections are manufactured at mill “450” of the rail rolling facility of EVRAZ ZSMK. Main parameters Section type

1Ts

Steel grade

E76

2Ts



STO 14788411-003-2007

GOST R 51685-2000

Parameters mm Н

В

S

b


Weight of 1 m kg

90

103

63

97.4

81.6

64.0

125

103

63

95.2

115.3

90.5

The sections are supplied untested (mechanical properties). The sections are straight. The bow of the finished bar along the face and the flange is not to exceed 10 mm on 1 m of length. The bars are supplied in the lengths below: 1Ts section — 3,450 mm – 5,800 mm; 2Ts section — 3,450 mm – 4,000 mm; Length tolerance (-20)...(30) mm. Twist is not to exceed 2 mm on 1 m of the length. The bars are tied into bundles and transported on railcars. 66

Industrial steel

Lining plate for drum mills Manufactured at the rail plant of EVRAZ DMZ Petrovskogo.

Fig. 1

Fig. 2

Fig. 3

Material and shape specification Type Hunch plate for ore-pulverizing mills (Fig. 1) Reinforced wedge bar for ore-pulverizing mills (Fig. 3) Hunch plate for coal mills (Fig. 2)

Weight of 1 m Steel grade kg 237.0 75G2FU, 75G2F, 75G2 115.4 107.9

Standard


TU U 322-233-235-95

The multiples of the exact length between 1.0 m and 11.5 m without bolt holes. Random lengths may be supplied and total at least 10% of the lot weight. Exact length between 8.0 m and 8.8 m (to be agreed upon with the customer). Length tolerance +100/-0 mm. Without bolt holes

The hunch plates for the coal mills are used for drum mills type Sh-50, Sh-25 installed at the thermal plants. The hunch plates for ore pulverizing are used in the drum mills intended for fine grinding of ores.

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67


Round bars

Products are manufactured at EVRAZ DMZ Petrovskogo and EVRAZ NTMK.

Profile mix Manufacturer/ mill

Diameter mm

Application

Steel grade




ЕVRAZ DMZ Petrovskogo/ PTs-1

90, 100, 120

For grinding media

60G, 65G, 70G, PT70sp

TU U 27.1-31632138-1386:2011

TU U 27.1-31632138-1386:2011

Exact length from 3 m to 6 m, multiples of the exact length, random length of not to exceed 10% of the lot size. Tolerances for the exact lengths — +25/-50 mm

EVRAZ NTMK/ Heavy section plant

70, 75, 80, For rod mills 85, 90, 100, 105, 110, 115, 120, 130, 140, 150

60

GOST 1050-88

TU 14-1-1586-2006

65-85, 60G, 65G, 70G

GOST 14959-79

Exact length — 4.1 m–6.0 m; multiples of the exact length; random length

* Round bars diameter up to 100 mm under the technical requirements of GOST 19281-89.

Rings Manufactured at the wheel and tire plant of EVRAZ NTMK. Ring dimensions, mm: Outside diameter Inside diameter Height Ring thickness Ring weight, kg

(D) 900–2675 (D) 740–2310 (H) 80–180 (D - d)/2 80–180 280–970

For the shaped wheels: Shoulder Height, mm (h), 30–65 Groove depth, mm (D - D1)/2 or (D1 - d)/2, 10–45 The shape, dimensions and weight of the black rings are to be agreed upon in concurrence with size specifications. Ring grade mix Product name



Rings for truck-mounted, tower cranes and other machines 55, 60

GOST 1050-88

TU 14-2R-408-2006

Quality carbon steel rings

20, 25, 30, 35, 40, 45, 50, 55, 60

GOST 1050-88

TU 14-2R-408-2006

Alloy steel rings

40HN, 55F

TU 14-2R-408-2006

TU 14-2R-408-2006

45HNM

TU 14-102-182-98

TU 14-102-182-98

68

Steel grade

Industrial steel

Simple rings

Stepped rings

Grooved rings

Shouldered rings

Combination rings

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69


Automobile wheel rim sections Special sections for automobile wheel rims Manufactured at mill “550” of EVRAZ DMZ Petrovskogo.

Sections for MAZ-500 wheel rim (s. 8,5-20-04), steel grade Class 10 Sections for URAL-375 wheel rim (s. 254G-020), steel grade Class 10 Sections for ZIL-131 wheel rim (s. 228G-020-01), steel grade Class 10 All rim types are manufactured with multiple lengths between one and four under TU U 14-2-1240-2000. The multiple length for each type is to be agreed upon with the customer.

Special products for the landing ring, locking and side wheel rim base for BelaZ trucks (TU U 27.1-26524137-1341:2005) Manufactured at mill “550” of EVRAZ DMZ Petrovskogo. Sections for the landing ring (s. 7555-035). Sections for the side base (s. 7555-023). Sections for the locking base (s. 7555-022). Products are manufactured from steel grade Class 15 and 20 under GOST 1050 in multiple lengths between one and three. A single multiplicity is to be agreed upon with the customer.

70

Industrial steel

Grouser bar

Manufactured at the rail and structural steel plant of EVRAZ NTMK.

Tractor grouser bar № 1



Grouser bar E

Material and shape specification Section code

Steel grade



1

40GR 32HFR

GOST 5422-73

GOST 4543-71 TU 0950-163-00186269-2011

45.73

3

40GR

GOST 4543-71

38.31

35.90 Exact length — 5.6–12.0; random length; multiple of the exact length 30.08

4

45

GOST 1050-88

55.59

43.64

E

40GR

TU 0958-128-00186269-2011

59.24

46.50

www.evraz.com

TU 0958-128-00186269-2011

Cross section area F cm2

Weight of 1 m Supplied lengths, kg bar length m

71


Hot die-rolled flat plowshare bars Intended for the shares of plows, stubble plows and sweep cultivators.

The bar is manufactured at the mill “450” of EVRAZ ZSMK rail rolling facility.

Plowshare 142-540D, 142-570D

Основные параметры Profile number

Steel grade

Specification

Dimension mm

142-540D

L53

TU 14-1-5219-93

540 х 142 х 9.5 х 3.5 (one section)

5.54 Supplied in bars of up to 9 m. Bars are tied in bundles of up to 5 t and shipped in railcars

570 х 142 х 10 х 3.5 (one section)

5.80

142-570D

Weight of 1 m Supply kg conditions

The bars are straight. The bow of the die-rolled bars is not to exceed 5mm on the length of a single bar. Exact length tolerances are not to exceed: 75 mm for bar lengths between 4 m and 6 m; 100 mm for bar lengths over 6 m. The bar manufacturing process ensures zero occurrence of sinking holes, blisters, laminations, internal cracks and slag inclusions in the macrostructure.

72

Industrial steel

Electrolysis flat bar

Hot rolled steel bars for aluminum plating baths 115 x 230 mm. m

ax

The bars are manufactured at the rail mill of EVRAZ ZSMK rail rolling facility.

Material and shape specification Section specification

TU 0930-028-14788411-2009



261.72

205.5 St3sp*


Technical specification Supplied lengths, bar length

GOST 380-2005

GOST 535-2005

The strip is supplied in the exact length, and in multiples of exact lengths

* Bars from other steel grades can be manufactured.

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73

Wire steel


Manufactured at the rolling facilities of EVRAZ ZSMK Wire

Wire for the reinforcement of reinforced concrete structures

Material and shape specification Diameter, tolerances mm

Application requirements

Product mix standard and technical

Wire for the reinforcement of reinforced concrete structures class VR-1: Ø 2.8; 3.0; 3.5; 3.7; 3.8; 4.0; 4.2; 4.5; 4.7; 4.8; 5.0; 5.75

Intended for the reinforcement of reinforced concrete structures

Manufactured from low carbon GOST 6727-80, TU 1213-275-05757676-2009, grades St1Cl, St2cl, St3cl and St3ps TU 1213-276-05757676-2010 under GOST 380-2005

In coils between 500 and 1000 kg, unpacked

Low carbon steel wire of general application: 0.8–1.0; 1.1–1.2; 1.3–2.0; 2.2–3.2; 3.5–6.0; 6.3–9.0 Tolerances: Ø 0.8 ÷ 1.0–0.05; Ø 1.1 ÷ 1.2–0.06; Ø 1.3 ÷ 2.0–0.10; Ø 2.0 ÷ 3.2–0.12; Ø 3.5 ÷ 6.0–0.16; Ø 6.3 ÷ 9.0–0.20

Intended for the manufacturing of nails, mesh grids, enclosures, bundling and other applications

GOST 3282-74

GOST 380–2005

Wire diameter up to 3.0 mm is manufactured in coils of up to 60 kg and tied in bundles of 10 coils. Diameter 3.0 mm and over is supplied in square coils of 500-1000 kg

Carbon steel wire for cold upset: Ø 1.0 ÷ 9.0 Tolerances: Ø 1.0 ÷ 3.0–0.06; Ø 3.0 ÷ 6.0–0.08; Ø 6.0 ÷ 9.0–0.10

Intended for the manufacturing of fasteners by cold upsetting and cold extrusion

GOST5663-79; TU 3-80-80; TU 14-4-1518-88

Manufactured from steel grades 10, 10cl, 15, 15cl, 20, 20 under GOST 1050-88.

In coils of up to 100 kg packed in plastic film under GOST 5663-79. In coils of up to 1000 kg unpacked

Alloy steel welding wire: Ø 0.8; 1.0; 1.2; 1.4; 1.5; 1.6; 2.0; 2.5; 3.0; 4.0; 5.0 Tolerances: Ø 0.8 ÷ 1.0–0.05; Ø 1.1 ÷ 1.2–0.06; Ø 1.3 ÷ 2.0–0.10; Ø 2.0 ÷ 3.2–0.12; Ø 3.5 ÷ 6.0–0.16.

Intended for gasshielded welding

GOST 2246-70, TU 1227-267-05757676-2011

Manufactured from steel grade Sv-08G2S under GOST 2246-70

Coils of up to 60 kg packed in polymeric film. Wire diameter 2.5 mm and over in coils of 1000 kg unpacked

Copper-plated steel welding wire: Intended for the arcØ 0.8÷2.0 shielded welding of Tolerances: Ø 0.8 ÷ 1.4–0.05; steels Ø 1.6 ÷ 2.0–0.08 Copper plating thickness at least 0.15

GOST 2246-70 TU 1227-267-05757676-2011

Manufactured from steel grade Sv-08G2S under GOST 2246-70

In cartons (piece by piece) in coils or on the reels of up to 20 kg. Two by two in coils or on reels packed in polymeric film

Low carbon steel wire for electrode making: Ø 1.6 ÷ 6.0 Tolerances: Ø 1.6 ÷ 2.0–0.04; Ø 2.5 ÷ 3.0–0.06; Ø 4.0 ÷ 6.0–0.08

Intended for electrode making

TU 1227-278-05757676-2011

Manufactured from steel grades Sv-08A under GOST 2246-70.

Diameters of 2.5 mm and higher in coils of 1000 kg unpacked (supplied in box cars). Diameters of within 2.0 mm in coils of 60 kg packed in polymeric film

Cold-rolled reinforcing bars of periodic section of class V500S, with diameters: Ø 5.0; 5.5; 6.0; 6.5; 7.0; 7.5; 8.0; 8.5; 9.0

Designated for the rein TU 14-1-5627-2012 forcement of reinforced concrete structures us ing separate bars or as part of reinforcement meshes

Manufactured of low-carbon steel of grades 3ps, 3gps according to GOST 380-2005

In coils from 500 to 1500 kg, without packing

76


Packing

Wire steel

Nails Material and shape specification Dimensions (diameter), Tolerances mm

Product mix standard Chemistry specification, Length and technical requirements steel grade mm

Packing

Clout-nails – 1.2; tapered-head nails – 1.8; 2.0; 2.5; 3.0; 3.5; 4.0; 5.0; 6.0

GOST 4028-63 GOST 283-75

Corrugated cartons of 10 and 25 kg. A unit load is formed of the cartons with nails stowed on a wooden pallet. The size of the unit load is 1200 х 800 х 1000 mm, weight 1.2 t

Tolerances on the nail length are within ±d, where d is the nail shank diameter

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Manufactured from low carbon non-hardened wire group II. GOST 3282-74

Ø 1.2 – 16; 20; 25; Ø 1.8 – 32; Ø 2.0 – 40; 50; Ø 2.5 – 50; 60; Ø 3.0 – 70; 80; Ø 3.5 – 90; Ø 4.0 – 100; 120; Ø 5.0 – 150; Ø 6.0 – 200

77


Steel mesh grid

Steel mesh grid is intended for enclosures, heat insulations, walling in mines and pits, and screening of materials. Material and shape specification Dimensions, tolerances


Chemistry specification, steel grade

Length

Mesh 20 x 230 mm: - wire diameter Ø 2.0 mm; - bar length 1000 (+500 mm); - bar width 1000 (-45 mm); - coil weight 30 kg

GOST 5336-80

TU 14-4-1563-89 Mesh 20*20 mm – 15 m; In coils of up to 36.6 kg. GOST 3282-74 35*35, 45*45, 60*60 mm – 10 m The unit load is formed of 15 coils on a pallet (cell 20) or 25 coils (cell 20) or of 25 coils (cell 35; 45; 60)

Mesh 35 x 35 mm: - wire diameter Ø 2.5 mm; - bar length 10,000 (+500 mm); - bar width 1,500 (-45 mm); - coil weight 36.6 kg Mesh 45 x 45 mm: - wire diameter Ø 2.5 mm; - bar length 10,000 (+500 mm); - bar width 1,500 (-72 mm); - coil weight 28 kg Mesh 60 x 60 mm: - wire diameter Ø 2.5 mm; - bar length 10,000 (+500 mm); - bar width 1,500 (-45 mm); - coil weight 25 kg

TU-14-107-SP.TNP-97-01

Single steel mesh grid with square mesh is manufactured from wire diameter 2.0 mm and 2.5 mm.

78

Packing

Wire steel

Electrodes for manual arc welding Material and shape specification Name

Core diameter and length mm

Specification Product mix standard and technical requirements

Zapsib UONI-13/55, type E50A

Ø 3 – 350; Ø 4 – 450; Ø 5 – 450

TU 1272-260-05757676-2011 GOST 9467-75; (complies with the requirements GOST 2246-70 of GOST 9466-75, GOST 9467-75). Certification: - NAKS (National Agency of Non-Destructive Testing and Welding) certificate of compliance with the requirements of Rostechnadzor (The Russian technical supervisory agency) - Approval by the Russian river register

Intended for manual arc welding of critical structures of carbon and low alloy steels where high plasticity and impact strength are required from the weld metal. The resulting weld metal shows high resistance against the formation of crystallization cracks and low hydrogen

MR-3, type E46

Ø 3 – 350; Ø 4 – 450; Ø 5 – 450

TU 1272-260-05757676-2011 (complies with the requirements of GOST 9466-75, GOST 9467-75). Certification: - NAKS (National Agency of Non-Destructive Testing and Welding) certificate of compliance with the requirements of Rostechnadzor (The Russian technical supervisory agency) - Approval by the Russian river register

GOST 9467-75; GOST 2246-70

Intended for manual arc welding of critical structures of carbon steel with an ultimate tensile strength of 450 N/mm2 of the weld metal

MR-3R, type E46

Ø 3 – 350; Ø 4 – 450; Ø 5 – 450

GOST 9466-75; GOST 9467-75

GOST 9467-75; GOST 2246-70


MR-3L, type E42

Ø 3 – 350; Ø 4 – 450; Ø 5 – 450

GOST 9466-75; GOST 9467-75

GOST 9467-75; GOST 2246-70


T-590, type E320H25S2GR

Ø 4 – 450; Ø 5 – 450

GOST 9466-75; GOST 10051-75

GOST 9466-75; GOST 10051-75

Intended for rebuilding and deposit welding of cast iron parts which primarily work under abrasive wear with moderate impact loads, to produce a layer of weld metal with high surface wear resistance and hardness within HRCE 58...64

TsCh-4

Ø 3 – 350; Ø 4 – 450; Ø 5 – 450

GOST 9466-75

TU 1272-009-41637695-01, Intended for the cold welding of structures from GOST 2246-70 high strength cast iron with globular graphite and gray iron with lamellar graphite as well as of their combinations with steel; for welding of damaged parts and welding-up of defects in ingots from high strength and gray iron; for the pre-welding of one or two layers on the wornout iron parts for the follow-up deposit by the special electrodes

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Chemistry specification, steel grade

Application

79

Semi-products


Seamless pipe blanks

Manufactured at EVRAZ NTMK (heavy section plant, H-beam plant), EVRAZ ZSMK (rail mill of the rail rolling facility), EVRAZ DMZ Petrovskogo (RP-1, mill “800”).

Material and shape specification Diameter Specification mm


Manufacturer

90 OST 14-21-77 GSTU 3-009-2000

Exact length – 4.1–12.0 m; the multiple of the exact length; random length. Exact length – 2.0–9.6 m; the multiple of the exact length

EVRAZ NTMK, ЕVRAZ DMZ Petrovskogo

100 GSTU 3-009-2000 OST 14-21-77

Exact length – 2.0–9.6 m; the multiple of the exact length. Exact length – 4.1–12.0 m; the multiple of the exact length; random length

ЕVRAZ DMZ Petrovskogo, EVRAZ NTMK

105 OST 14-21-77

EVRAZ NTMK

115


120 OST 14-21-77 GSTU 3-009-2000 130


EVRAZ NTMK, EVRAZ ZSMK, ЕVRAZ DMZ Petrovskogo

140 OST 14-21-77


EVRAZ NTMK, EVRAZ ZSMK

150 OST 14-21-77 GSTU 3-009-2000


EVRAZ NTMK, EVRAZ ZSMK, ЕVRAZ DMZ Petrovskogo

180 GSTU 3-009-2000 210 OST 14-21-77

ЕVRAZ DMZ Petrovskogo Exact length – 4.1–12.0 m; the multiple of the exact length; random length

220* OST 14-21-77

EVRAZ NTMK EVRAZ NTMK

*from Carbon Steel.

GRADE MIX: Under OST 14-21-77 for steel with standard chemistry; customized chemistry upon agreement between the parties; Pipe steel grades under GSTU 3-009-2000 (EVRAZ DMZ Petrovskogo).

SUPPLIED LENGTHS, BAR LENGTH, M: EVRAZ ZSMK, EVRAZ NTMK: Exact length – 4.1–12.0 m; the multiple of the exact length; random length. ЕVRAZ DMZ Petrovskogo: Exact length – 2.0–9.6 m; the multiple of the exact length. The bars are tied into bundles of up to 5 t and shipped in railcars.

82

Semi-products

Square bars and blooms Intended for rolling into long products

EVRAZ NTMK Manufactured at the H-beam plant and the rail and structural steel plant. Material and shape specification Square side mm

Steel grade




100, 110, 115, 120, 125, 130, 140, 150, 160, 180, 200, 215, 220

St2 — st6 20G — 35G 30G2 — 35G2 35GS 18G2S, 25G2S

TU 14-1-5237-93 TU 14-1-4492-88

GOST 380-2005, GOST 4543-71, GOST 5781-82

Exact length – 6–9.6 m; the multiple of the exact length. Limited; random length

Grade mix, non-standard chemistry of steel are to be agreed upon with the P.O.

EVRAZ ZSMK

The bars are manufactured at the breakdown plant of the structural steel facility and at the rail mill of the rail rolling facility. Material and shape specification Square side* mm


Steel grade



60, 80, 100, 110, 115, 120, 125, 130, 135, 140, 150

TU 14-1-5237-93 GOST 2591-2006, GOST 380-2005, GOST 4543-71, GOST 1050-88

St3sp, St4sp, St5sp and etc.

GOST 380-2005

20, 25, 30, 35, 45

GOST 1050-88

Exact length up to 12.0 m; the multiple of the exact length; random length

15H, 20H, ЗОH, 35H, 38HA, 40H, 45H, 50H, 15G-40G, 65G-70G

GOST 4543-71

Bars are straight. Square bar bow is not to exceed 0.5% of the length. Shipped piece by piece. * 100 and 120 mm square bars are manufactured at the breakdown plant of structural steel from commercial (St1kp, St3sp, St4sp, St5sp and other) and structural (10-20) steel grades under TU 14-1-523793.


Manufactured at the rail and structural steel plant. Material and shape specification Square side mm

Steel grade




100, 120, 125, 130, 150, 170

St3sp/ps, St5sp/ps. Other steel grades are to be agreed upon with the customer

TU U 14-2-1230-99

GOST 380-2005

Exact length – 2.2 to 12 m (for section 125 х 125, 130 х 130 mm), 2.2 to 12 m (for section 150 х 150 mm), 2.2 to 6 m (for section 170 х 170 mm)

Bloom: 150, 170, 195, 210

Steel 45. Other steel grades are to be agreed upon with the customer

TU U 27.1-05393056-258:2005

DSTU 2561-94, GOST 1050-88, GOST 4543-71, GOST 19281-89

Exact length – 1 to 6 m

* The blooms are intended for further rolling or open forging. The bars are tied into bundles of up to 5 t and shipped in railcars.

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83


Conticast material

Intended for manufacture of long products and for further rolling of slabs into the flat products.

EVRAZ NTMK Material and shape specification Facility

Material sizes mm Thickness Н

CCM #1

CCM #2

Tolerances mm

Width В

Length

Thickness

Width

Length

D 430 (round)

–

2800-6100

±3

±3

+ 40

300

360

2800-6100

±3

±3

+ 60

240

440

3700-11400

+ 2/ - 4

±3

+ 60

3600–11500

±2

±3

+ 60

5900-10000

+ 5/ - 3

up to 1550 mm – (± 10) mm; over 1550 mm – (± 1) %

up to 8 m – (± 50) mm; over 8 m – (± 100) mm;

310 CCM #3

CCM #4

200

525

165/395

530

165/485

620

120/410

655

200

1050-1280 1600-2334 2350-2700

220

1500-2700

250

1050-1280 1500-2500 2700

300

1800 2000-2500 2700

Note: 1. G rade mix — carbon, low alloy and alloy steel. Steel chemistry is to be agreed upon in the P.O. 2. T echnical requirements: for slabs – under TU 14-1-3347; for rectangular bars – under TU 14-1-3348; for round bars to be agreed upon in the P.O. 3. The length specified is restricted by the caster performance. 4. C aster #4 width-to-thickness restrictions: 5 mm with 1150-1280 mm of width; 15 mm with widths over 1500 mm.

84

Semi-products

EVRAZ ZSMK Material and shape specification Facility

Stock sizes mm

CCM (rail steel facility)

CCM (structural steel facility)

Tolerances mm

Technical requirements

Thickness

Width

length

thickness

width

length

300

340

2.4–6.0

±9

± 10

± 20

STO 899-31-2011

300

360

8.0–12.0

150 x 150

–

9.0–12.0

± 4.5

± 4.5

± 50

TU 14-1-3348-2011

150 х 200

–

± 4.5

± 6.0

± 50

TU 14-1-3348-2011

200–250

1050–1750

± 3.0

± 0.6

± 40

TU 14-1-3347-2011

12.0

Note: 1. Steel chemistry under GOST 380-2005, GOST 19281-89, GOST 6713-91, GOST 4543-71, GOST 1050-88, GOST 801-78, GOST 5950-2000, GOST 14959-79. 2. Technical requirements

STO 899-31-2011

TU 14-1-3348-2011

TU 14-1-3347-2011

Rhomboid, mm, not to exceed

14

6.3

10.0

Cut end squareness, mm, not to exceed

15

8.0

30.0

Bow, not to exceed

0.5% of the length

0.5%

3 mm/m

Bulging (concave) faces, mm, not to exceed

5

4.5

10.0

3. N o teeming arrests, longitudinal or crosswise cracks, slag inclusions, slivers, ripples, scratches and dents of 2.0 mm and deeper, blisters, crystallization cracks and laps from torch cutting are to be tolerated on the feedstock surface. x – Billet caster data; x – Slab caster data.

Mandrel bar

Manufactured at the heavy section plant of EVRAZ NTMK. Material and shape specification Diameter mm

Steel grade

Specification


105, 110, 115

35HN2F

TU 14-102-80-85

Exact length – 19.5; 20.0

85, 90

35HN2F

TU 14-102-190-2005

Exact length (to be agreed upon in the P.O.)

www.evraz.com

85


Pig iron

Produced at the blast furnaces of EVRAZ ZSMK, EVRAZ NTMK, EVRAZ DMZ Petrovskogo.

Steelmaking iron Material and profile specification

Iron Specification grade

Pig weight (kg), not to exceed

Weight Percentage % Si

from

Mn (group) 1

to

from

P not to exceed

2 to

from

3 to

from

4 to

from

S not to exceed (of the category)

(classes) to

A

B

C

1

2

3

Manufacturer

4

5

P1

GOST 805-95

18

0.5 0.9

– 0.5

0.5

1

1 1.5

1.5

– 0.10 0.20 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

P2

GOST 805-95

18

– 0.5

– 0.5

0.5

1

1 1.5

1.5

– 0.10 0.20 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

P2

GOST 805-95

25

– 0.5

– 0.5

0.5

1

1 1.5

–

PL1

GOST 805-95

18

0.9 1.2

– 0.3

0.3 0.5

0.5 0.9

0.9 0.9 0.08 0.12 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

Pl2

GOST 805-95

18

0.5 0.9

– 0.3

0.3 0.5

0.5 0.9

0.9 1.5 0.08 0.12 0.3 0.01 0.02 0.03 0.04 0.05 ЕVRAZ DMZ Petrovskogo

– 0.10 0.20 0.3 0.01 0.02 0.03 0.04 0.05 EVRAZ ZSMK

Note: Additional pig iron specification

EVRAZ ZSMK


TU 14-1-3347-2011

Number of pig waists

1

N/A

10.0

Standard carbon weight percentage, %

Between 4.6 and 5.0

Between 4.0 and 4.5

30.0

Fragments (lumps over 2 kg), %, not to exceed

2

4

3 mm/m

Remaining surface slag

is not allowed

is not allowed

10.0

Lime coat resulting from the pig mold spraying

tolerated

tolerated

10.0

Foundry iron Material and profile specification

Iron Specification grade

Pig weight (kg), not to exceed

Weight Percentage % Si

from

Mn (group)

to

1 from

2 to

from

P not to exceed

3 to

from

Manufacturer

4 to

from

S not to exceed (of the category)

(classes) to

A

B

C

1

2

3

4

5

L1

GOST 4832-95

18

3.2 3.6

– 0.3

0.3 0.9

0.5 0.9

0.9 1.5 0.08 0.12

0.3 0.02 0.03 0.04

–


L2

GOST 4832-95

18

2.8 3.2

– 0.3

0.3 0.9

0.5 0.9

0.9 1.5 0.08 0.12

0.3 0.02 0.03 0.04

–


L3

GOST 4832-95

25

2.4 2.8

– 0.3

0.3 0.9

0.5 0.9

0.9 1.5 0.08 0.12

0.3 0.02 0.03 0.04

–


L4

GOST 4832-95

18

2.0 2.4

– 0.3

0.3 0.9

0.5 0.9

0.9 1.5 0.08 0.12

0.3 0.02 0.03 0.04

– 0.05 ЕVRAZ DMZ Petrovskogo

L5

GOST 4832-95

18

1.6 2.0

– 0.3

0.3 0.9

0.5 0.9

0.9 1.5 0.08 0.12

0.3 0.02 0.03 0.04


L6

GOST 4832-95

18

1.2 1.6

– 0.3

0.3 0.9

0.5 0.9

0.9 1.5 0.08 0.12

0.3 0.02 0.03 0.04





N/A

Standard carbon weight percentage, %

Between 3.4 and 4.5%

Fragments (lumps over 2 kg)

not to exceed 2%


is not allowed

86

Semi-products

Steelmaking V iron Material and profile specification Iron grade

Specification

Pig weight kg

CHEMICAL COMPOSITION: % V

Si

Mn

at least B

GOST 805-95 TU 14-2Р-360-2002

within 40

0.4

Manufacturer P

S

not to exceed 0.2

0.35

0.06

0.03 EVRAZ NTMK


EVRAZ NTMK


1 or 3

Actual carbon

Between 4.4 and 4.8%

Fragments (lumps over 2 kg)

not to exceed 2%


is not allowed

Additional information:

–

www.evraz.com

87

Annex. Complete list of Certificates


Exhibit

Complete list of conformity certificates applicable to the quality, products and production management system.

EVRAZ NTMK VOLUNTARY CERTIFICATION №

Name of the certified facility/name of the conformity certificate

Name of the Certification Body

Certificate number, date of issue, period of validity

1. Quality Management System Quality management system in the field of: manufacture of steel, concast billets and slabs. Engineering and manufacturing of rolled steel including railway rails, wheels, wheel centres, tires, railway rail tie plates, rail grips, double headed fishplates rail. Design engi neering of buildings, structures and infrastructure. Certificate of compliance with ISO 9001:2008

1.1

Management system in the field of: manufacture of steel, concast billets, slabs, rolled steel including rails, wheels, tires, l-beams, channels, grinding balls, base plates, railway rail ties, grips, stop blocks. Certificate of compliance with ISO 14001:2004

1.2

Certificate № RU228375Q-U Issued 23.10.2012. Valid until 18.11.2015

Bureau Veritas Certification

Management system in the field of: steelmaking including all metallurgical treatments. Certificate of compliance with OHSAS 18001:2007

1.3

Certificate № RU228403E-U Issued 15.11.2010. Valid until 14.11.2013 Certificate № RU227899H Issued 15.12.2010. Valid until 07.01.2014

2. Manufacturing process of concast billets, rings, long products and sections 2.1

“EVRAZ NTMK” is qualified as a manufacturer which complies with the technical regulations under AD 2000 Merkblatt W0/TRD 100

2.2

Manufacture of materials (hot-rolled sections from carbon and low-alloy steel) for boilers and pressure vassels in accordance with the requirements of European Directive 97/23/EG

Certificate (Report 063/01/12-IS). Issued 24.05.2012. Valid until May 2014

TÜV SÜD Industrie Service GmbH

Hot-rolled structural steel products for steel structures or reinforced concrete structures under EN 10025-1:2004 (permitting to use CE logo), manufactured according to Guidelines 89/106/EEC.

2.3

Certificate № 434/2010/MUC. Issued 24.05.2012. Valid until May 2014 Certificate of in-house manufacture inspection № 0036-СРD-32-2010. Issued 13.05.2010. Current issue 06.09.2011. Valid until 13.05.2013

3. Conticast slab manufacturing 3.1

Recognition of “EVRAZ NTMK” as a manufacturer of steel products (conticast slabs) in compliance with Lloyd Register Rules

Lloyd Rеgister

Certificate № MD00/2660/0006/1. Issued 22.05.2012. Valid until 05.04.2015

3.2

“EVRAZ NTMK” is qualified as the manufacturer of commercial and higher strength shipbuilding structural steel slabs under the requirements of ABS Europe Limited

ABS Europe Limited

Certificate № 2612222. Issued 19.08.2011. Valid until 19.02.2015

3.3

Recognition of “EVRAZ NTMK” as an approved manufacturer of conticast slabs in compliance with Det Norske Veritas Rules

Det Norske Veritas AS (DNV)

Certificate № AMM-5315. Issued 06.09.2011. Valid until 30.06.2013

3.4

EVRAZ NTMK is qualified as a manufacturer of concast slabs from carbon steel and carbon-manganese steel, compliant with the Rules of Bureau Veritas

3.5

Recognition of “EVRAZ NTMK” under BV MODE II as a manufacturer of conticast slabs from carbon or carbon-manganese steels in compliance with the requirements of Bureau Veritas Rules

3.6

Approval of “EVRAZ NTMK” qualification as a manufacturer of concast slabs under Rules of Germanisher Lloyd

90

Bureau Veritas (BV)

Germanisher Lloyd (GL)

Certificate № 14723/В1 BV Issued 01.09.2011. Valid until 23.08.2015 Certificate № 14723/В1 BV Issued 01.09.2011. Valid until 23.08.2015 Certificate № WZ2439 HH. Issued 23.01.2012. Valid until 31.01.2015


№




OOO “Center of Technical Competence”

Certificate № SDS OPZhD RU.B.0020, Issued 24.08.2011. Valid until 06.09.2013

4. Railway rails 4.1

Rails type 60E1 from steel R350HT Y-class of profile accuracy and B-class of straightness, drawing 071

5. “Mosstroicertification” System 5.1

Normal hot rolled parallel flange steel I-beams № 20B1 – 70B2 under STO ASChM 20-93 from the steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772

Certificate № RU.MCC.085.208.23076. Issued on 17.08.2012. Valid till 17.08.2017

5.2

Hot rolled parallel flange steel l-beams № 20Sh1 — 70Sh5 under STO ASChM 20-93 from steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.3

Hot rolled parallel flange steel column beams № 20K1 – 40K5 under STO ASChM 20-93 from steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.4

Hot rolled steel I-beams with inclined flanges № 24M – 45M under GOST 19425-74, № 18 under GOST 8239-89 from the steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


Center of Certification Orgstroicertificatsiya

5.5

Hot rolled steel channels with inclined flanges and normal rolling accuracy № 16U, 16aU under GOST 8240 from the steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.6

Hot rolled steel channels with inclined flanges and normal rolling accuracy № 18U, 18aU, 20U, 24U, 27U, 30U under GOST 8240 from the steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


5.7

Hot rolled steel angles with normal rolling accuracy № 14 to 20 under GOST 8509-93 for equal, and № 16/10, № 20/12.5 under GOST 8510-86 for unequal, from the steel grades below: - St3sp (types 1 to 5) under GOST 380; GOST 535; - 09G2S (types 1 to 15) under GOST 19281; - S255, S285, S345 (types 1 to 4), S375 (types 1 to 4) under GOST 27772


6. I-beams 6.1

On confirmation of compliance with the requirements of the quality control programme of the Association of American Railroads specified in M-1003

Association of American Railroads

Certificate № QA-NTSR. Issued on 28.09.2011. Valid till 28.09.2014

6.2

Blanks of solid wheels with plain taper plate/web with a diameter of 957 mm from steel grade 2 and T, and with curvilinear plate/web with a diameter of 957 mm from steel grade T

Tsentr Tekhnicheskoy Kompetentsii LLC

Certificate № SDS OPZhT RU.B.0075 Issued on 30.10.2012. Valid till 29.10.2015

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91


MANDATORY ASSESSMENT OF CONFORMITY №

Name of the certified facility/declaration facility/name of the conformity certificate


Certificate/Declaration number, date of issue, period of validity

1. Railway rails 1.1

Wide gauge railway rails of R50 type (quality class N). Full-scale production under GOST R 51685-2000 and drawing 10785

Certificate № SSFZhT RU.TM01.B.08432. Issued 22.09.2011. Valid until: 27.09.2013

1.2

R50-type wide gauge railway rails of T1 quality class, body through oil hardened. Full-scale production under GOST R 51685-2000 and drawing 10785


1.3

Wide gauge railway rails of R65 type (quality class N). Full-scale production under GOST R 51685-2000 and drawing 10783


1.4

R65 wide gauge railway rails of T1 quality class, oil hardened, for high-speed combined traffic (SS). Full-scale production under GOST R 51685-2000, TU 0921-144-01124328-2002, drawing 10783.

1.5

R65-type wide gauge railway rails of T1 quality class, body through oil hardened. Full-scale production under GOST R 51685-2000 and drawing 10783


1.6

R65-type wide gauge railway rails of T1 quality class, for low-temperature applications (NK) of steel grade K76F, heat-hardened. Full-scale production under GOST R 51685-2000, TU 0921-145-01124328-2002 and drawing 10783.


RS FZhT


2. Black tires/rings 2.1

Black locomotives tires from steel grade 4, Heat-Treated at Maerz Equipment Full-scale production under GOST R 52366-2005, TU 0941-096-01124323-2007 and drawing 003.

2.2

Tires from carbon steel grade 2 for rolling stock. Full-scale production under GOST R 398-2010, GOST R 52366-2005, GOST 5000-83 and mill’s drawings №001A, №005

RS FZhT

Certificate № SSFZhT RU.TM01.B.08478. Issued 06.10.2011. Valid until: 03.05.2014 Certificate № SSFZhT RU.TM01.B.08933. Issued 20.02.2012. Valid until 20.02.2015

3. Solid Wheels 3.1

Solid wheels for railway rolling stock (from steel grade 2 in-house produced). Full-scale production under GOST 10791-2004 and GOST 9036-88


3.2

Solid wheels for railway rolling stock (from steel grade 2 produced in-house). Full-scale production under GOST 10791-2004 and drawing 950A

Certificate № SSFZhT RU.TM01.B.08481 Issued 06.10.2011. Valid until: 02.05.2013

3.3

Solid wheels for railway rolling stock (of in-house produced steel grade T). Trial batch of 378,167 wheels made under GOST 10791-2011 with the design according to fig. A.1 and drawing № 00186269-163

RS FZhT

Certificate № SSFZhT RU.TM01.A.09254. Issued on 15.07.2012. Valid till: 15.07.2015

3.4

Solid wheels for railway rolling stock (of in-house produced steel grade T). Trial batch of 29,918 wheels made under GOST 10791-2011 with the design according to fig. A.3 and drawing № 00186269-013A

Certificate № SSFZhT RU.TM01.A.09570. Issued on 28.11.2012. Valid till: 28.11.2015

3.5

Solid wheels diameter 710 mm for special rolling stock (from in-house produced steel grade 2 with C not to exceed 0.63%). Full-scale production under GOST 10791-2004 and drawing №010

Certificate № SSFZhT RU.TM01.B.08484 Issued 06.10.2011. Valid until: 09.10.2013

92


№


3.6

Solid wheels diameter 1050 mm for special rolling stock (from in-house produced steel grade 2 with C not to exceed 0.63%). Full-scale production under GOST 10791-2004 and drawing №012

3.7

Solid wheels diameter 1058 mm for shunting locomotives (in-house produced steel grade 2). Full-scale production under GOST 10791-2004 and drawing №011


RS FZhT

Certificate/Declaration number, date of issue, period of validity Certificate № SSFZhT RU.TM01.B.08485 Issued 06.10.2011. Valid until: 09.10.2013 Certificate № SSFZhT RU.TM01.B.08486 Issued 06.10.2011. Valid until: 09.10.2013

4. Rolled wheel centers 4.1

Rolled Wheel Centers For Electric Locomotives. Full-scale production under TU 14-2R-444-2008 and drawing 2ES6.31.110.007

4.2

Rolled Wheel Centers For Electric Locomotives; drawings NTMK/EP2K.31.15.102, NTMK/ EP2K.31.15.103. Full-scale production under TU 14-2R-444-2008

RS FZhT

Certificate № SSFZhT RU.TM01.B.09206. Issued on 15.06.2012. Valid till: 15.06.2015 Certificate № SSFZhT RU.TM01.B.08488. Issued 06.10.2011. Valid until: 04.05.2014

5. Rail fastenings (Manufactured by NSMZ, affiliate of “EVRAZ NTMK”-NSMZ) 5.1

Non-hardened baseplates types KB50, KB65, KD50, KD65, SK50, SK65, KN-65 for sepa rate rail fastening. Full-scale production under GOST 16277-93, technical specification OP 530 TU-2 and TU 14-2R-294-2005, drawings 33209, 33210,33196, 33198, 33211, 33212, OP 530.003

Certificate № SSFZhT RU.TM01.B.08733. Issued 17.12.2011. Valid until 17.12.2014

5.2

Clamps for separate rail fastening of PK-type (drawing 33195). Full-scale production under GOST 22343-90

Certificate № SSFZhT RU.TM01.B.08734. Issued 17.12.2011. Valid until 17.12.2014

5.3

Spike fastening baseplates types D50, D65, SD50, SD65, DN65S-185, DN6-65, of fullscale production (OKP 11 3200, TN VED 7302 90 000 0), made under GOST 3280-84, GOST 8194-75 & GOST 12135-75 and the drawings below: ZP 540 - “DN65S-185 type baseplate”, OP 289 – “DN6-65 type baseplate”; detailed drawings below: 33188 – “D50-type baseplate”, 33192 – “D65-type baseplate”, 33189 – “SD50-type baseplate”, 33197 – “SD65-type baseplate”

www.evraz.com

RS FZhT

Conformity declaration № SSFZhT RU.TM01.B.00436D. Issued 13.12.2011. Valid until 13.12.2021

93


EVRAZ ZSMK VOLUNTARY CERTIFICATION №




1. Quality Management System 1.1

The quality management system applicable to the manufacture of liquid steel, steel and rail products. Certificate of compliance with ISO 9001:2008

1.2

The quality management system applicable to the manufacture of liquid steel, steel and rail products. Certificate of compliance with the requirements of ISO 14001-2004

1.3

The quality management system applicable to the manufacture of liquid steel, steel and rail products. Certificate of compliance with OHSAS 18001:2007

Certificate № RU228098Q-U. Issued 09.11.2011. Valid till 10.11.2014 Bureau Veritas Certification

Certificate № RU228098E-U. Issued 09.11.2011. Valid till 14.12.2014 Certificate № RU228098Н. Issued 09.11.2011. Valid till 10.11.2014

2. “Mosstroicertification” System 2.1

Wire rod cooled by the single stage accelerated method (U01), diameter 6.5 mm from alloy steel grade Sv09G2S of normal rolling accuracy (V) intended for the manufacture of welding wire (TU 14-1-4782-90)

Certificate № RU.MCC.063.073. 23127. Issued 25.08.2011. Valid till 30.09.2013

2.2

Wire rod cooled by the single stage accelerated method (U01), diameter 6.5–9 mm from commercial carbon steel grades St1kp, St2kp, St3kp, St3ps of normal rolling accuracy (V) intended for redrawing into the wire as well as for other applications (GOST 30136-94)

Certificate № RU.MCC.063.073.23126. Issued 25.08.2011. Valid till 30.09.2013

2.3

Wire rod cooled by the single stage accelerated method (U01), diameter 6.5–10.0 mm from commercial carbon steel grades St1kp, St2kp, St3kp, St3ps, St4sp of the normal rolling accuracy (V) intended for wiring as well as for other applications (TU14-1-5282-94)


2.4

Hot rolled round bars diameter 10–25 mm from commercial carbon steel grades and categories St01, St3kp1-2, St3ps1-5, St3sp1-5, St4kp1-2, St4ps1-3, St4sp1-3, St5ps1-2, St5sp1-2, St6ps1, St6sp1, of normal rolling accuracy (V), groups I-II (GOST 535-2005, GOST 2590-2006)

Certificate № RU.MCC.063.073.23131 Issued 25.08.2011. Valid till 30.09.2013

2.5

Hot rolled rebars for reinforced concrete structures class A-I light section type grades St3ps, St3sp dia. 8–25 mm (GOST 5781-82)


2.6

Thermo-mechanically hardened die-rolled steel rebars for reinforced concrete structures class At800 from steel grades St28S diameter 12–18 mm (GOST 10884-94)

2.7

Wire rod cooled by the single stage accelerated method (U01), diameter 6.5 mm from low carbon steel grade Sv08A off-the normal rolling accuracy (V) intended for the manufacture of welding wire (TU14-1-4760-89)


2.8

Hot rolled equal steel angles № 2.5–12.5 flange thickness 3–12 mm, of high and normal rolling accuracy (A, B) from steel grades St01, St3ps1-5, St3sp1-5 (GOST 535-2005, GOST 8509-93)


2.9

Hot rolled equal steel angles № 4.0–12.5 flange thickness 3–12 mm, of high and normal rolling accuracy (V, A) from steel grade 09G2S12-15 of strength classes 325, 345 (GOST 19281-89, GOST 8509-93)


2.10

Hot rolled parallel flange steel channels № 4.0–12.5, of high and normal rolling accuracy (V, A) from steel grade 09G2S12-15 of strength classes 325, 345 (GOST 19281-89, GOST 8240-97)


2.11

Hot rolled parallel flange steel channels № 8p–16p from steel grades St01, St3ps1-5, St3sp1-5 (GOST 535-2005, GOST 8240-97)


94

“Mosexportstroispetsifikatsia”



№


2.12

Hot rolled parallel flange steel I-beams № 10B1–16B1 from steel grades St3ps1-5, St3sp1-5, St4sp1-3, St5ps1-2, St5sp1-2, St6sp1 (GOST 535-2005, GOST 26020-83)

Certificate № RU.MCC. 063.073.23121. Issued 25.08.2011. Valid till 30.09.2013

2.13

Hot die-rolled rebars for reinforced concrete structures class A-III (35GS, 25G2S), medium section diameter 28-40 mm (GOST 5781-82)


2.14

Hot rolled round bars, diameter 28–40 mm, from commercial carbon steel grades and categories St01, St3kp1-2, St3ps1-5, St3sp1-5, St4kp1-2, St4ps1-3, St4sp1-3, St5ps1-2, St5sp1-2, St6ps1, St6sp1, of normal rolling accuracy (V), groups I-II (GOST 535-2005, GOST 2590-2006)


2.15

Hot rolled rebars for reinforced concrete structures, class A-I, medium section type grades St3ps, St3sp diameter 28–40 mm (GOST 5781-82)


2.16

Hot die-rolled weldable rebars, class A500S, for reinforced concrete structures, diameter 28–40 mm (GOST 52544-2006)


2.17

Hot die-rolled weldable rebars, class A500S, for reinforced concrete structures, diameter 10–25 mm (GOST 52544-2006)


2.18

Hot die-rolled rebars class А500S for reinforced concrete structures, diameter 10–25 mm (TU 14-1-5254-2006)


2.19


2.20



2.21

Hot die-rolled rebars class А500S for reinforcement concrete structures, diameter 28–40 mm (TU 14-1-5254-2006)


2.22

Thermo-technically hardened bars with increased cold-resisting property for the reinforce ment of concrete elements; class Аs500S, diameter 10–25 mm (TU 14-1-5543-2006)


2.23

Hot rolled rebars for class А-III concrete element reinforcement produced from steel grades St35GS, St25G2S, diameter 10–25 mm (GOST 5781-82)


2.24

Hot rolled rebar for class А-III concrete element reinforcement, produced from steel grades St35GS, St25G2S, diameter 6–10 mm (GOST 5781-82)


2.25

Cold-drawn low carbon steel wire for reinforcement of concrete elements; class Vr-1, DN 3.5; 4.2; 4.5; 5.75 mm (TU 1213-276-05757676-2010)

Certificate № RU.МСС.063.073.23140. Issued 25.08.2011. Valid till 30.06.2014

2.26

Cold-drawn low carbon steel wire for reinforcement of concrete elements; class Vr-1 , DN 2.8; 3.8; 4.8 mm (TU 1213-275-05757676-2009)


www.evraz.com





95


№



2.27

Low carbon welding steel wire diameter 0.8–2.0 mm with uncoppered surface produced from steel grade Sv08G2S (GOST 2246-70)


2.28

Cold-drawn low carbon steel wire for reinforcement of concrete elements; class Vr-1 , DN 3.0-5.0 mm (GOST 6727-80)


2.29

Low carbon steel welding wire produced from steel grade Sv08A, diameter 2.0–5.0 mm (TU14-4-828-77) for production of electrodes


2.30

General use low carbon steel wire, diameter 0.9–6.0 mm, thermally treated (О), standard production accuracy, light color (С) as per GOST 3282-74

2.31

Copper-plated steel welding wire, diameter 0.8–2 mm, steel grade SV08G2S (TU 14-1-863-77)


2.32

General duty low carbon steel wire, diameter 1.2–6.0 mm, thermally treated, normal manufacturing accuracy, group I (GOST 3282-74)


2.33

Class А500SP die-rolled rebar, diameter 10–28 mm (TU 14-1-5526-2006)


2.34

Class А500SP die-rolled rebar, diameter 32–40 mm (TU 14-1-5526-2006)


“NIIZHB-Sertifikatsiya”




3. GOST R system 3.1

Class А500SP die-rolled rebar, diameter 10–40 mm (TU 14-1-5526-2006, GOST R 52544-2006)

“NITs “Stroitelstvo”

Certificate №РОСС RU.СЛ87.Н01206. Issued 01.02.2012. Valid till 01.02.2015

4. National Agency Of Non-Destructive Testing And Welding (NAKS) 4.1

Electrodes Zapsib UONI 13/55, diameter 3.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

Certificate № ATsSM-46-00022 Issued 25.11.2011. Valid till 25.11.2014

4.2

Electrodes Zapsib UONI 13/55, diameter 4.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

Certificate ATsSM-46-00023. Issued 25.11.2011. Valid till 25.11.2014

4.3

Electrodes type Zapsib UONI 13/55, diameter 5.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

ATsSM certificate 46-00024 Issued 25.11.2011. Valid till 25.11.2014

4.4

Electrode type E46 grade MR-3, diameter 3.0 mm (TU 1272-260-05757676-2011, GOST 9466-75, GOST 9467-75)

4.5



4.6



96

LLC “Kuzbas welding and control center”



№


4.7

Welding wire Sv08G2S-0, diameter 1.0 mm (TU 1227-267-05757676-2011)

Certificate ATsSM — 46-00028. Issued on 13.01.2012. Valid till 13.01.2015

4.8



4.9



4.10



4.11

Electrodes Zapsib MR-3R, diameter 3.0 mm (TU-1272-260-05757676-2004, GOST 9466-75, GOST 9467-75)

ATsSM — 46 — 00033. Issued on 21.09.2012. Valid till 21.09.2015

4.12


Certificate ATsSM — 46 — 00034. Issued on 21.09.2012. Valid till 21.09.2015

4.13



4.14

Welding wire Sv-08G2S-0, diameter 1.2 mm (TU 1227-267-05757676-2006, GOST 2246-70)


4.15

Welding wire Sv-08A, diameter 2.0 mm (TU 14-4-828-77, GOST 2246-70)

4.16



4.17



4.18



4.19



4.20



4.21



4.22

Welding wire Sv-08G2S, diameter 3.0 mm (TU 1227-267-05757676-2006, GOST 2246-70)


www.evraz.com


LLC “Kuzbass welding and inspection center”



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5. River Register of Russia 5.1

Coppered steel welding wire, steel grade Sv-08G2S-О (TU 14-4-863-77)

Certificate ZSF 034-5.4.2. Issued 15.01.2008. Valid till 02.09.2013

5.2

Low carbon steel welding wire, steel grade Sv08A (TU 14-1-828-77)


5.3

Zapsib UONI-13/55 coated welding electrodes (TU 1272-260-05757676-2004)


5.4

MR-3 coated welding electrodes (TU 1272-001-41637695-98)

5.5

Typical material approval certificate: normal strength ship building steel (category) РС А; РС В; РС D (GOST 5521-93)

Certificate ZSF-061-5.1.1. Issued 1.09.2011. Valid till 21.09.2016

5.6

Acknowledgment of work performance: – production and manufacturing of steel plates for ship building and repair, 5-25 mm thickness, according to GOST 5521-93; – production of welding electrodes MR-3 according to TU 1272-001-41637695-98; – production of Zapsib UONI 13/55 electrodes according to TU 1272-260-057576762004; – production of welding wire Sv08А according to TU 14-4-828-77; – production of coppered welding wire Sv-08G2S-0 according to TU 14-4-863-77

Certificate № ZSF 080. Issued 26.07.2011. Valid till 25.05.2012

Russian River Register


6. Conticast slab manufacturing 6.1

Approval certificate for production of continuously cast slabs

Lloyd register

Certificate MD00/3723/0002/1 Issued 20.07.2011. Valid till 21.12.2012

6.2


LLC “Det Norske Veritas”

Certificate AMM-5316. Issued 06.09.2011. Valid till 31.12.2014

6.3


“Bureau Veritas Rus”

Certificate 2333/А1 BV MAT 81949 — 2010. Issued 14.07.2011. Valid till 13.12.2015 Certificate SMS.W.II./81949/A.1. Issued 08.07.2011. Valid till 13.12.2014

6.4


American Bureau of Ship ping

Certificate SM/DM 782469. Project #: 2438480. Issued 19.08.2011. Valid till 24.11.2015

Center of Technical Competence

Certificate SDS OPZhT RU.B.0021 Issued 15.09.2011. Valid till 02.03.2013

7. Voluntary certification system of the Railway Machinery Manufacturers’ Association 7.1

Wide gage R50 type railway rails, quality category N, produced from steel grade E78HSF for underground railway systems (GOST Р 51685-2000)

98


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8. Certifified in ОС ACRS 8.1

Class 500N rebar, diameter 8, 10, 12, 16, 20, 24 mm according to standard AS/NZS 4671 (Australia)

8.2

Structural shapes (beams, channels, angles) strength class 300 according to AS/NZS 3679.1 (Australia)

ACRS

Certificate 110501В. Issued 30.05.2011. Valid until 30.06.2012 Certificate 110505С. Issued 30.05.2011. Valid until 30.06.2012

MANDATORY ASSESSMENT OF CONFORMITY №




1. Railway rails, SS FZhT 1.1

Railway tongue rails OR50, OR65, steel grade E73V (GOST 9960-85, TU32 TsP 803-94)

Certificate SSFZhT RU.TM01.B 08739. Issued 16.12.2011. Valid till 16.12.2014

1.2

Railway mate rails, type RK65, steel grade E68 (GOST 18232-83)


1.3

R65 wide gauge railway rails (T1 quality class), body-through oil hardened (GOST R 51685-2000)


1.4

Wide gauge railway rails of R65 type (quality class H) (GOST R 51685-2000)


1.5

R65 wide gauge railway rails (T1 quality class) for low temperature application, body-through oil hardened (GOST R 51685-2000, TU 0921-118-01124328-2003)

1.6

Wide gauge railway rails of R50 type (quality class H) (GOST R 51685-2000)

Certificate SSFZhT RU.TM01.B 08402. Issued 11.06.2011 Valid till 11.06.2014

1.7

Wide gauge railway rails of R65 type (quality class V) (GOST R 51685-2000)

Certificate SSFzT RU.ТМ01.А 08310. Issued 09.08.2011. Valid till 09.08.2014

1.8

R65 wide gauge railway rails (T1 quality class) for high speed and combined traffic (GOST Р 51685-2000, TU 0921-076-01124328-2003)

Certificate SSFZhT RU.TM01.B 08366. Issued 30.08.2011. Valid until 30.08.2014

1.9

R65 and R65K wide gauge railway rails of IK category, increased durability and back-to-back wear (GOST Р 51685-2000, TU 0921-125-01124328-2003)

Certificate SFZhT RU.ТМ01.B.08735 Issued 14.12.2011. Valid till 14.12.2014

www.evraz.com

FBU “RS FZhT”


99


№




2. Rail fastenings, SSFZhT 2.1

Clamps for separate rail fastening of type PK (GOST 22343-90)

2.2

Two-head fishplates type 1R65, 2R65, steel grade E54 for wide gauge railways (GOST 4133-73)

FBU “RS FZhT”

Certificate SSFZhT RU.ТМ01.B08401. Issued 17.08.2009. Valid till 17.08.2012 Certificate SSFZhT RU.TM01.B08969. Issued 15.03.2012. Valid till 15.03.2015

3. Ammonia sulphate, GOST R system 3.1

Ammonia sulphate – by-product, grade V GOST R 51520-99 subclause 3.2, table 1 (indicators 1, 2, 4, 6, 8); 3.3; 3.4 Conformity declaration

3.2

Ammonia sulphate – by-product, grade V GOST R 51520-99 subclause 3.2, table 1 (indicators 1, 2, 4, 6, 8); 3.3; 3.4 Conformity declaration

Centre for Agrochemical Service “Novosibirskiy” Federal State Enterprise

Certificate ROSS RU.ПР28 Н07130. Issued on 01.09.2011. Valid till 01.06.2014 Certificate ROSS RU.ПР28 Н07129. Issued on 01.09.2011. Valid till 24.11.2013

ЕVRAZ DMZ PETROVSKOGO MANDATORY ASSESSMENT OF CONFORMITY №





The Quality system applicable to the rolling process in Rolling Shop 2 for manufacturing of profiles and constructional shapes, die-rolled and special profiles, as well as the sales. Certificate of compliance with ISO 9001:2008

Certificate № 12 100 37863 TMS TÜV SÜD (Report №70760431) Management Service GmbH First issue 01.03.2010 Current issue 04.02.2011 Valid till 28.02.2013

VOLUNTARY CERTIFICATION №




TÜV SÜD Czech s.r.o.

Manufacturing execution system № 1017-CPD01.472.069/10/02/07/0 First issue 08.04.2010 Current issue 19.05.2011 Valid till 19.05.2013

1. Production of profiles and structural sections 1.1

Hot-rolled structural steel products — U, UPE, L profiles under EN 10025-1:2004 (permitting to use CE logo), manufactured according to Guideline 89/106/EEC.

100


EVRAZ VITKOVICE STEEL VOLUNTARY CERTIFICATION №




Quality Management system as per EN ISO 9001:2008. Development and production of steel, concast slabs, semi — finished rolled products, plates, shaped flame — cut products from plates, steel sections and bars.

TÜV NORD

Certificate № 04 100 30144 Issued 31.05.2011. Valid until 30.05.2014.

Quality Management system as per EN ISO 9001:2008. Design and Manufacture of Steel Plates, Bars and Miscellaneous Shapes.

APIQR

Certificate № 0403 Issued 11.06.2010. Valid until 11.06.2013.

Specification Q1. Design and Manufacture of Steel Plates, Bars and Miscellaneous Shapes.

API

Certificate № Q1-0122. Issued 17.10.2010. Valid until 11.06.2013.

Quality Management system as per EN ISO 14001:2004.Development and production of steel, concast slabs, semi-finished rolled products, plates, shaped flame-cut products from plates, steel sections and bars

TÜV NORD

Certificate № 04 104 030144 Issued 30.05.2011. Valid till 29.05.2014


2. Sheet piles 2.1

Proving conformance of products for building purposes — Ü — Zeichen (plates, bars, sections)

www.evraz.com

TÜV NORD

Certificate № 3537WL30371 Issued 01.10.2007. Valid till: until revoked

101

Exhibit. Production facilities


104


EVRAZ Nizhniy Tagil Metallurgical Plant

EVRAZ Nizhniy Tagil Metallurgical Plant is situated in the MidUrals in Nizhniy Tagil, which is the second largest city by popula tion and industrial production volume in the Sverdlovsk region. EVRAZ NTMK operates a complete metallurgical production cycle. The blast furnace plant is equipped with two blast furnaces (BF5 and BF6) which manufacture 2,370 and 2,440 thousand tpa respectively. Steel is produced at the Basic Oxygen Shop with an annual production of 4,480 thousand tpa. Steel is produced from vana dium hot metal by a duplex process that includes the production of market vanadium slag during the first process stage. Rolling is performed at seven hot rolling mills producing a wide range of profiles: a rail and beam mill “800”, equipped with a rail heat treat ment facility and producing rails, track shoes for excavators and tractors, channels, pipe shells, profiles for railway car manufacturing (axle blanks, Z-profile, special channels), etc.; heavy section mill “650”, producing channels, angles, I-beams, round products, mine props and railcar uprights, R33 rails, pan sideframes, etc.; universal beam mill “1300”, producing H beams, sheet pile, square billet, pipe shell; wheel mill: locomotive and railway car; wheels including, wheels produced according to foreign stan dards, locomotive wheel centers, wheel blanks; tire mill: railway wheel tires, machine building rings; ball mill SPSh-80 and SPSh-120: grinding balls, diameter from 40 to 120 mm.

www.evraz.com

“Nizhnesaldinsky Steelmaking Plant” (NSMZ) has been a branch of EVRAZ NTMK since 2005. NSMZ is situated 54 km from Nizhniy Tagil on the eastern slope of the Mid-Urals in the Sverdlovsk region of Russia. NSMZ specializes in the manufacturing of rail fastenings and is one of the major suppliers of baseplates for sepa rate and spike fastenings, as well as of the PK-type clamps to the Russian market and CIS countries.

105


106


EVRAZ Consolidated West Siberian Metallurgical Plant

EVRAZ ZSMK is located in Novokuznetsk and is one of the larg est steel manufacturers in Siberia. Since July 1, 2011 ZSMK and NKMK have merged into EVRAZ Consolidated West Sibe rian Metallurgical Plant. EVRAZ ZSMK includes the structural steel rolling facility and the rail rolling facility which make it the integrated steelmaking company. It provides complete metal lurgical production cycle. The blast furnace plant comprises three blast furnaces with a total usable volume of 8,000 m3. The total volume of blast furnaces #1 and 3 is 3,000 m3, and that of blast furnace #2 — 2,000 m3. Each blast furnace is equipped with four stoves. The steelmaking plant of the structural steel facility com prises two blast oxygen plants, five converters (three converters of 160 t and two converters of 350 t), a billet, slab casters and an ingot teeming plant. The rolling plant of the structural steel facility comprises: a breakdown mill “1250” (square bars, slabs); a continuous bar mill (square bars); a wire mill “250-1” (wire rod, rebars, round bars); two light section mills: – “250-1” (rebars, round bars, angles); – “250-2” (rebars, round bars); a medium section mill “450” (pit props SVP-type, I-beams, channels, monorail beams, angles, round bars, square bars 60 x 60, rebars); steel rolling plant (SPrP) — wire, electrodes, nails and etc.

www.evraz.com

The rated capacity of the steelmaking plant of the rail rolling facility totals 1.5 mln/tpa of steel. Steel is produced in two elec tric arc furnaces with a rated volume of 100 t. Ladle furnaces and a VOD degasser are used for secondary metallurgy. The rolling operation of the rail rolling plant is represented by the rail and beam plant, the plate plant, and the long product plant: the rail and beam plant manufactures rails and rail sections, bars and shapes); the plate plant manufactures plates with gauges of 5 to 25 mm, widths 1000 to 1800 mm, lengths 3000 to 6000 mm); the long product plant comprises mill “450” (round bars, ball blanks, plowshare bars, counter angle and etc.); the rail fastenings plant manufactures clamps, fishplates, stirrup stops and etc; ball mills № 1 and 2 (the grinding balls of various diameters).

107


108



ЕVRAZ DMZ Petrovskogo is located in Ukraine, Dnepropetrovsk. The plant operates a complete metallurgical production cycle; two blast furnace plants with a total volume of 1733 m3 (BF #2 — 700 m3, BF #3 — 1033 m3) and a rated plant capacity of 1795 K tpa (hot metal), whilst the steelmaking operation takes place in a blast oxygen shop. The steel plant comprises three converters of 50 m3 with a rated plant capacity of 1230 K tpa of steel. The plant equipment enables treatment of liquid steel with liquid synthetic slags, and allows manufacturing through up to 63 heats per 24 hours. The plant is able to manufacture commercial quality carbon steels, structural, low alloy and alloy steel grades, and rolling operations are represented by two plants which comprise: Mill “800”, which works on the same process flow as Break down Mill “1050” . Manufactured products comprise: seamless pipe blanks and square bars, blooms, crane, tram and mine rails, I-beams type 22S, lining bars for drum-type coal mills and ore-pulverizing mills, round products for grinding media, mining section SVP-type and etc.; Medium section Mill «550», which manufactures tailor-made products such as special flats for automobile wheel rims, pit props, current-collecting rails for underground lines. Mill “550” also manufactures products for general application (parallel flange channels № 8P–30P, channels U and UPE under the European standards; equal angles № 70–125).

www.evraz.com

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110


EVRAZ Vitkovice Steel

EVRAZ Vitkovice Steel is headquartered in Ostrava, Czech republic. Acquisition of the company in 2005 offered a consider able extension of the sheet pile mix, including light sheet piles. EVRAZ Vitkovice Steel comprises a steelmaking plant with conticasting equipment, two rolling mills (a plate mill and a heavy section mill) as well as an oxygen cut section plant. The company’s main product mix includes plates, sheet piles, steel, and flame-cut sections.

www.evraz.com

111


For notes

112

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PRODUCT CATALOGUE

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