isdemir ürünleri

SKENDERUN DEMR ve ELK A..

RNLER KATALOU

ISKENDERUN IRON&STEEL W

ORKS CO.PRODUCTS CATOLOUGE

>>

SDEMR RNLER KATALOU ISDEM

IR PRODUCTS CATOLOUGE



03

>>



04

TEKN

K

ZELLKLER

TECH

NIC

AL SPESIFIC

ATION

S05

elik kaliteleri ve kullanm alanlar Steel grades &

applications06-07

K

arbon elikleri(1) Carbon steels

(1)08

K


(2)09

K


(3)10

K

ebent ve profil imalatyap elikleri Steels for angle iron and profle production

11-12

B

alya teli imalatelikleri Steels for baling w

ire production13

H

asrlk elikler For m

esh quality steel production13

G

emi profili im

alatelikleri Steels for ship profle production14

N

ervrl inaat elii imalatelikleri For deform

ed reinforcing steel bar production15-16

Vanadyum

lu, kaynaklanabilir nervrl inaatelii imalat elikleri

For weldable deform

ed reinforcing steel bar producton (vanadium added)

17

hra kaytl inaat elii im

alat elikleri For export deformed reinforcing steel bar production

18

B

oru imalatelikleri Steels for seam

less pipe production19

Elektrotim

alatelikleri Steels for electrode production20-21

Yksek m

ukavemetli zm

ba teli imalatelikleri Steels for high strength staple production

22

C

ivata imalat elikleri Steels for bolt production

23

Vida ve som

un imalatelikleri Steels for screw

production23

R

N

TOLER

ANSLAR

I TOLER

ANC

ES25

D

z yuvarlak beton elii Wire rods

26

N

ervrl beton elii Deform

ed reinforcing steel bar27

Srekli dkm

ktk makinalarnda retilen ktkler C

CM

billets28

YAN

R

NLER

BY P

RO

DU

CTS

31

G

enel tantm G

eneral Information

32

M

evcut rn yelpazesi Available products33

P

ik demir C

ast pig iron34

H

am katran

Tar34

Ham

Benzol C

urude Benzene

Yan rnler B

y products35

Amonyum

slfat Amonium

sulphate35

sdemir granle curuf spesifikasyonu sdem

ir granulated slag specification35

Ceviz

Kok

36

Kok tozu

Mikronize

36

R

ETM S

RE

LER M

ANU

FACTU

RIN

G P

RO

CESS

37-39

YABAN

CI STAN

DAR

TLAR&

EVR

M TAB

LOSU

FOR

EIGN

STAND

ARD

S&

CO

NVER

SION

TABLE

41-43

NDEKLER TABLE OF CONTENTS



05

TEKNK ZELLKLER

TECHNICAL SPECIFICATIONS

>>



06 GEN

EL KU

LLAN

IM A

LAN

ISD

EMR

KA

LTE NO

STAN

DA

RT K

AR

ILII

SAYFA

NO

APPLICA

TION

AR

EAG

RA

DE CO

DE

COR

RESPO

ND

ING

STAN

DA

RD

SPA

GE N

R1.1006

SAE J 403 1006 (1995)08

1.1006_01SAE J 403 1006 (1995)

081.1006_02

SAE J 403 1006 (1995) MO

DIFIED

081.1006_03

SAE J 403 1006 (1995)08

1.1006_04SAE J 403 1006 (1995) M

OD

IFIED08

4.1006_00SAE 1006 J 403 (1995) M

OD

IFIED08

1.2006SAE J 403 1006 (1995)

081.3006_01

SAE J 403 1006 (1995)08

5.3006_00SAE J 403 1006 (1995)

085.1006_00

SAE J 403 1006 (1995) MO

DIFIED

085.1006_02

SAE J 403 1006 (1995) MO

DIFIED

085.1006_03

SAE J 403 1006 (1995) MO

DIFIED

085.1006_04

SAE J 403 1006 (1995) MO

DIFIED

081.2008

SAE J 403 1008 (1995)08

1.3008_00SAE

J 403 1008 (1995)08

1.1012_00SAE

J 403 1012 (1995)09

1.1013_00SAE

J 1249 1013 (1995)09

1.1015_00SAE

J 403 1015 (1995)09

1.1017_00SAE

J 403 1017 (1995)09

1.1018_01SAE

J 403 1018 (1995)09

1.1018_02SAE

J 403 1018 (1995)09

1.1022_00SAE

J 403 1022 (1995)09

1.1008SAE

J 403 1008 (1995)09

1.1008_02SAE

J 403 1008 (1995)09

4.1008_00SAE

J 403 1008 (1995)09

1.1010SAE J 403 1010 (1995)

098.1035_00

SAE J 403 1035 (MO

DIFIED

) (1995)10

8.1038_00SAE J 403 1038 (1995)

108.1039_00

SAE J 403 1039 (MO

DIFIED

) (1995) 10

1.1045D

IN 17140 D

45-2 (ESK), D

IN EN

10016-2 (1994) C48D

101.1045_01

DIN

EN 10083-2 C

45 (1991)10

1.1050SAE J 403 1050 (1995), D

IN EN

10016-2 (1994) C50D

101.1052_00

DIN

EN 10016-2 (1994) C

52D10

1.1055_00SAE 1055 J403 (1995)

101.1060_00

DIN

EN 10016-2 (1994) C

60D10

1.1065_01D

IN EN

10016-2 (1994) C66D

105.1065_00

DIN

EN 10016-2 (1994) C

66D10

1.1068_00D

IN EN

10016-2 (1994) C68D

101.1070_00

DIN

EN 10016-2 (1994) C

70D10

1.1234D

IN EN

10025 S235JR (1990)

11-121.1235

DIN

EN 10025 S235JR

(1990)11-12

1.1236_01D

IN EN

10025 S235JR (1990)

11-121.1235_01

DIN

EN 10025 S235JR

(1990)11-12

4.1235D

IN EN

10025 S235JR (1990)

11-121.1236_00

DIN

EN 10025 S235 JR

(1990)11-12

1.1245_00JIS G

3101 SS400 (1995)11-12

1.1275D

IN EN

10025 S275JR (1990)

11-121.2275_00

DIN

EN 10025 S275 J2G

311-12

5.1345_00ASTM

A 572 Gr 50 (1988)

11-121.1355_01

DIN

EN 10025 S 355 JR

11-121.1355_02

DIN

EN 10025 S 355 JR

11-121.2355

DIN

EN 10025 S 355 JR

11-121.2355_01

DIN

EN 10025 S 355 J0

11-121.1380_00

GO

ST 380-88 St3 sp (DIN

10025 S 235JRG

2 1993)11-12

1.1380_01G

OST 380-88 St3 sp (D

IN 10025 S 235JR

G2 1993)

131.1009_01

SAE J 403 1009 (1995)13

ELK KALTELER VE KULLANIM ALANLARI STEEL GRADES &

APPLICATIONS

V,K

EB

ENT &

PR

OFL M

ALATINA U

YGU

N

KAR

BO

N

ELKLER

C

ARB

ON

STEELS FOR

NAIL, AN

GLE

IRO

N &

PR

OFILE P

RO

DU

CTIO

N

TEL EK

MN

E UYG

UN

ve HASIR

LIK

ELKLER

STEELS FOR

WIR

E DR

AWIN

G &

FOR

MESH

QU

ALITY STEEL PR

OD

UC

TION

ALAIMSIZ Y

KSEK

MU

KAVEM

ETL K

ARB

ON

ELK

LER

NO

N-ALLO

YED H

IGH

STREN

GTH

STEELS

K

EBEN

T VE PR

OFL

MALAT YAP

I ELK

LER

STRU

CTU

RAL STEELS FO

R AN

GLE

IRO

N AN

D P

RO

FILE PR

OD

UC

TION

HASIR

LIK FO

R M

ESH Q

UALITY STEEL

PR

OD

UC

TION

NC

E TEL EK

MN

E UYG

UN

K

ARB

ON

ELK

LER

CAR

BO

N STEELS FO

R TH

IN W

IRE D

RAW

ING



07

GEN

EL KU

LLAN

IM A

LAN

ISD

EMR

KA

LTE NO

STAN

DA

RT K

AR

ILII

SAYFA

NO

APPLICA

TION

AR

EAG

RA

DE CO

DE

COR

RESPO

ND

ING

STAN

DA

RD

SPA

GE N

R

1.1281_01ASTM

A 615 Gr 40 (1999)

13

5.2355_00G

L-D 36 (S355 G

2S) MO

DIFIED

14

5.2355_01AB

S AH,D

H 36

14

5.2355_02AB

S AH,D

H 36

14

5.1400_00SI-739 S-400

15-16

8.1400SI 4466, SI 739 S400

15-16

1.1420_01TS 708 B

IIIa (1996),(DIN

488 BSt 42/50R

U),(ASTM

A 615 Gr60)

15-16

1.1421_01TS 708 B

IIIa (1996),(DIN

488 BSt 42/50R

U),(ASTM

A 615 Gr60)

15-16

1.1421_02TS 708 B

IIIa (1996),(DIN

488 BSt 42/50R

U),(ASTM

A 615 Gr60)

15-16

1.1422TS 708 B

IIIa (1996),(DIN

488 BSt 42/50R

U),(ASTM

A 615 Gr60)

15-16

1.8420_00B

St 420 S (DIN

488-1 W.n.r:1.0428)

15-16

5.1460_00B

S 4449 Gr 460 (1997)

17

1.1280ASTM

A 615 Gr 40 (1999)

18

1.1281ASTM

A 615 Gr 40 (1999)

18

1.135020M

nSi (in N

ormu)

18

1.1029_00SAE J 403 1029 (1995)

18

1.1030_00SAE J 403 1030 (1995)

18

1.3235D

IN 17175 St 35.8

19

1.3380AP

I 5CT 99 J-55

19

5.1238St37 M

o19

1.132424M

n419

5.1270D

IN 17175 15 M

o 319

1.1020SAE J 403 1020 (1995) M

OD

IFIED19

8.1023_01SAE J 403 1023 (M

OD

IFIED) (1995)

19

6.2008D

IN 17145 S-1

20-21

6.3008_00(D

IN EN

756:1995) S-1 20-21

6.3008_01(D

IN EN

756:1995) S-1 20-21

6.3008_02(D

IN EN

756:1995) S-1 20-21

6.3008_03(D

IN EN

756:1995) S-1 20-21

6.1300D

IN EN

756 (95-12) S2Mo

20-21

6.1360D

IN 8559 (TS 5618) SG

220-21

6.1360_01D

IN 8559 (TS 5618) SG

2 (BO

RLU

)20-21

6.1360_02D

IN 8559 (TS 5618) SG

2 (BO

RLU

)20-21

6.1360_03D

IN 8559 (TS 5618) SG

2 (BO

RLU

) MO

DIFIED

20-21

6.1470_00D

IN EN

756 (1995) S220-21

6.1470_01D

IN EN

756 (1995) S2Si20-21

6.1470_02D

IN EN

756 (1995) S220-21

6.2470D

IN EN

756 (1995) S220-21

5.1026_00SAE J 403 1026 (1995) M

OD

(BO

RLU

)22

1.2390_00D

IN EN

10263-2:2001 C4C

, DIN

1654-2 QSt 32-3 (1989)

23

1.2410_00D

IN EN

10263-2:2001 C8C

, DIN

1654-2 QSt 34-3 (1989)

23

1.2430_00D

IN EN

10263-2:2001 C10C

, DIN

1654-2 QSt 36-3 (1989)

23

1.2460_00D

IN EN

10263-2:2001 C15C

, DIN

1654-2 QSt 38-3 (1989)

23

5.2580_00DIN

1654-4 19MnB 4 (1989), EN

10263-4: 2002-02 20MnB4 (Cr'LU

)23

5.2580_01D

IN 1654-4 19M

nB 4 (1989), EN

10263-4: 2002-02 20MnB

423

5.2600_00D

IN 1654-4 22B

2, DIN

EN 10263-4:2002-02 23B

223

GEM

PR

OFL M

ALAT ELK

LER

STEELS FOR

SHIP

PR

OFILE P

RO

DU

CTIO

N

NER

VR

L N

AAT EL

MALAT

ELKLER

FO

R D

EFOR

MED

REIN

FOR

CIN

G

STEEL BAR

PR

OD

UC

TION

HR

A K

AYITLI NAAT

EL

MALAT

ELKLER

FO

R EXP

OR

T DEFO

RM

ED R

EINFO

RC

ING

STEEL BAR

PR

OD

UC

TION

VANAD

YUM

LU, K

AYNAK

LANAB

LR

NER

VR

L N

AAT EL

MALAT

ELKLER

FO

R W

ELDAB

LE DEFO

RM

ED R

EINFO

RC

ING

STEEL BAR

PR

OD

UC

TION

(VANAD

IUM

ADD

ED)

BO

RU

MALAT

ELKLER

SEAM

LESS PIP

E STEELS

ELEKTR

OT

MALAT

ELKLER

ELEC

TRO

DE STEELS

YK

SEK M

UK

AVEMETL ZIM

BA TEL M

ALAT

ELKLER

HIG

H STR

ENG

TH STAP

LE STEELS

BALYA TEL M

ALAT ELK

LER

STEELS FOR

BALIN

G W

IRE P

RO

DU

CTIO

N

VDA M

ALAT ELK

LER

FOR

SCR

EW STEELS P

RO

DU

CTIO

N

CVATA M

ALAT ELK

LER

BO

LT STEELS



08

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al B Cu Ni Cr

Limits max. max. ppm max. max. max.1.1006 SAE J 403 1006 (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.04-0.07 0.25-0.40 0.025 0.025 0.25 max. 0.015 max. 0.10 0.10 0.101.1006_01 SAE J 403 1006 (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.04-0.07 0.25-0.40 0.025 0.025 0.05-0.15 0.015 max. 0.10 0.10 0.101.1006_02 SAE J 403 1006 (MODIFIED) (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.04-0.07 0.45-0.60 0.025 0.025 0.10-0.20 0.015 max. 0.10 0.10 0.101.1006_03 EN 10016-2:1994 C7D Standart 0,05-0,09 0,30-0,60 0.035 0.035 0,30 max 0,010 max 0,30 0,25 0,20

sdemir 0.05-0.08 0.40-0.60 0.020 0.020 0.10-0.20 0.010 max. 0.10 0.10 0.101.1006_04 EN 10016-2:1994 C7D Standart 0,05-0,09 0,30-0,60 0.035 0.035 0,30 max 0,010 max 0,30 0,25 0,20

MODIFIED sdemir 0.04-0.07 0.40-0.55 0.020 0.020 0.05-0.15 0.010 max. 0.10 0.10 0.104.1006_00 SAE J 403 1006 (MODIFIED) (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.04-0.07 0.25-0.50 0.025 0.025 0.15-0.30 0.015 max. 0.10 0.10 0.101.2006 SAE J 403 1006 (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050

sdemir 0.03-0.07 0.25-0.40 0.025 0.025 0.04 max. 0.025-0.080 0.10 0.10 0.101.3006_01 SAE J 403 1006 (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050

sdemir 0.04-0.07 0.25-0.40 0.025 0.025 0.10 max. 0.015 0.10 0.10 0.105.3006_00 SAE J 403 1006 (1995) (BORLU) Standart 0.08 max. 0.25-0.40 0.030 0.050

sdemir 0.04-0.07 0.25-0.40 0.025 0.025 0.08 max. 0.020 max. 40-100 0.10 0.10 0.101.2008 SAE J 403 1008 (1995) Standart 0.10 max. 0.30-0.50 0.030 0.050

sdemir 0.05-0.09 0.30-0.50 0.025 0.025 0.08 max. 0.025-0.100 0.10 0.10 0.101.3008_00 SAE J 403 1008 (1995) Standart 0.10 max. 0.30-0.50 0.030 0.050

sdemir 0.05-0.08 0.30-0.50 0.025 0.025 0.08 max. 0.015 0.10 0.10 0.105.1006_00 SAE J 403 1006 (MODIFIED) (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.04-0.07 0.40-0.55 0.025 0.025 0.10-0.20 0.015 max. 40-100 0.10 0.10 0.105.1006_02 SAE J 403 1006 (MODIFIED) (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.03-0.08 0.40-0.55 0.025 0.025 0.15-0.25 0.015 max. 30-90 0.10 0.10 0.105.1006_03 SAE J 403 1006 (MODIFIED) (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050 0.15-0.30

sdemir 0.03-0.08 0.25-0.40 0.025 0.025 0.12-0.20 0.015 max. 20 min. 0.10 0.10 0.105.1006_04 SAE J 403 1006 (1995) Standart 0.08 max. 0.25-0.40 0.030 0.050

MODIFIED (BORLU) sdemir 0.03-0.07 0.40-0.55 0.025 0.025 0.05-0.15 0.010 max. 20-60 0.10 0.10 0.10

KARBON ELKLER(1) CARBON STEELS

SAE J 403 (1995), EN 10016-2:1994

*NCE TEL EKMNE UYGUN KARBON ELKLER/CARBON STEELS FOR THIN WIRE DRAWING



09

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al V Cu Ni Cr

Limits max. max. max. max. max.1.1008 SAE J 403 1008 (1995) Standart 0.10 max. 0.30-0.50 0.030 0.050 0.15-0.30

sdemir 0.06-0.10 0.30-0.50 0.025 0.025 0.15-0.30 0.015 max. 0.10 0.10 0.101.1008_02 SAE J 403 1008 (1995) Standart 0.10 max. 0.30-0.50 0.030 0.050 0.15-0.30

sdemir 0.06-0.10 0.30-0.50 0.025 0.025 0.06-0.14 0.015 max. 0.10 0.10 0.104.1008_00 SAE J 403 1008 (1995) Standart 0.10 max. 0.30-0.50 0.030 0.050 0.15-0.30

sdemir 0.06-0.10 0.30-0.50 0.025 0.025 0.15-0.25 0.10 0.10 0.101.1010 SAE J 403 1010 (1995) Standart 0.08-0.13 0.30-0.60 0.030 0.050 0.15-0.30

sdemir 0.08-0.13 0.35-0.60 0.025 0.030 0.15-0.30 0.12 0.10 0.101.1012_00 SAE J 403 1012 (1995) Standart 0.10-0.15 0.30-0.60 0.030 0.050 0.15-0.30




sdemir 0.15-0.20 0.40-0.60 0.020 0.025 0.15-0.25 0.15 0.10 0.101.1018_01 SAE J 403 1018 (1995) Standart 0.15-0.20 0.60-0.90 0.030 0.050

sdemir 0.15-0.20 0.65-0.80 0.020 0.025 0.15-0.25 0.10 0.10 0.101.1018_02 SAE J 403 1018 (1995) Standart 0.15-0.20 0.60-0.90 0.030 0.050

sdemir 0.15-0.20 0.65-0.85 0.020 0.025 0.08 max. 0.10 0.10 0.101.1022_00 SAE J 403 1022 (1995) Standart 0.18-0.23 0.70-1.00 0.030 0.050

sdemir 0.19-0.23 0.75-0.90 0.020 0.020 0.15-0.25 0.015 max. 0.12 0.10 0.105.1345_00 ASTM A 572 Gr 50 (1988) Standart 0.23 max. 1.35 max. 0.040 0.050

sdemir 0.14-0.17 0.85-1.05 0.025 0.030 0.15-0.30 0.016-0.026 0.20 0.15 0.15


SAE J 403, EN 10084, JIS G 3101, ASTM A 572, DIN EN 10025



10


Limits max. max. ppm max. max. max.8.1035_00 SAE J 403 1035 (MODIFIED) (1995) Standart 0.32-0.38 0.60-0.90 0.030 0.050 0.15-0.30


sdemir 0.36-0.39 0.65-0.85 0.025 0.025 0.15-0.30 0.15 0.10 0.108.1039_00 SAE J 403 1039 (MODIFIED) (1995) Standart 0.37-0.44 0.70-1.00 0.030 0.050 0.15-0.30

sdemir 0.36-0.39 0.80-0.95 0.030 0.030 0.20-0.30 0.20 0.15 0.151.1045 DIN 17140 D45-2 (ESK), Standart 0.45-0.50 0.50-0.80 0.035 0.035 0.10-0.30

DIN EN 10016-2 (1994) C48D sdemir 0.45-0.48 0.45-0.65 0.020 0.015 0.18-0.26 0.020-0.040 0.10 0.10 0.101.1045_01 DIN EN 10083-2 C45 (1991) Standart 0.42-0.50 0.50-0.80 0.045 0.045 0.40 max. 0.40 0.40

sdemir 0.43-0.48 0.60-0.80 0.025 0.025 0.20-0.30 0.010 0.10 0.10 0.101.1050 SAE J 403 1050 (1995), Standart 0.48-0.53 0.50-0.80 0.035 0.035 0.10-0.30 0.010 max. 0.25 0.20 0.15

DIN EN 10016-2 (1994) C50D sdemir 0.49-0.53 0.55-0.75 0.020 0.015 0.18-0.26 0.020-0.040 0.10 0.10 0.101.1052_00 DIN EN 10016-2 (1994) C52D Standart 0.50-0.55 0.50-0.80 0.035 0.035 0.10-0.30 0.010 max. 0.25 0.20 0.15

sdemir 0.50-0.54 0.60-0.75 0.025 0.025 0.15-0.30 0.010 max. 0.10 0.10 0.101.1055_00 SAE 1055 J403 (1995) Standart 0.50-0.60 0.60-0.90 0.040 0.050 0.10-0.30 0.010 max. 0.25 0.20 0.15

sdemir 0.52-0.58 0.65-0.85 0.020 0.020 0.15-0.30 0.10 0.10 0.101.1060_00 DIN EN 10016-2 (1994) C60D Standart 0.58-0.63 0.50-0.80 0.035 0.035 0.10-0.30 0.010 max. 0.25 0.20 0.15

sdemir 0.595-0.635 0.60-0.75 0.025 0.025 0.15-0.30 0.010 max. 0.10 0.10 0.101.1065_01 DIN EN 10016-2 (1994) C66D Standart 0.63-0.68 0.50-0.80 0.035 0.035 0.10-0.30 0.010 max. 0.25 0.20 0.15


BORLU sdemir 0.64-0.67 0.55-0.65 0.020 0.020 0.15-0.25 0.010 max. 40-50 0.10 0.10 0.101.1068_00 DIN EN 10016-2 (1994) C68D Standart 0.65-0.70 0.50-0.80 0.035 0.035 0.10-0.30 0.010 max. 0.25 0.20 0.15


sdemir 0.68-0.73 0.55-0.75 0.025 0.025 0.15-0.30 0.010 max. 0.10 0.10 0.10


DIN EN 10016-2 (1994), DIN EN 10083-2 (1991), SAE J 403 (1995)

* Orta ve Yksek Karbonlu elikler/Medium and High Carbon Steels



11

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al Cu Ni Cr

Limits max. max. max. max. max.1.1234 DIN EN 10025 S235 JR (2004) Standart 0.17 1.40 max. 0.035 0.035

sdemir 0.07-0.12 0.35-0.65 0.025 0.030 0.15-0.30 0.015 0.20 0.10 0.101.1235 DIN EN 10025 S235 JR (2004) Standart 0.17 1.40 max. 0.035 0.035

sdemir 0.11-0.16 0.40-0.65 0.025 0.030 0.15-0.30 0.015 0.20 0.10 0.101.1235_01 DIN EN 10025 S235 JR (2004) Standart 0.17 (d



12

SDEMR FZKSEL ZELLKLER MECHANICAL PROPERTIESKALTE NO STANDART KARILII AKMA MUK. Re(N/mm2) %UZAMA

GRADE CODE CORRESPONDING STANDARDS YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH ELONGATION min. min. max. (min)

1.1234 DIN EN 10025 S235 JR (1990) 235 340 470 261.1235 DIN EN 10025 S235 JR (1990) 235 340 470 26

1.1235_01 DIN EN 10025 S235JR (1990) 235 340 470 264.1235 DIN EN 10025 S235JR (1990) 235 340 470 26

1.1236_00 DIN EN 10025 S235 JR (1990) 235 340 470 261.1275 DIN EN 10025 S275JR (1990) 275 410 540 22

1.2275_00 DIN EN 10025 S275 J2G3 275 410 540 221.1355_01 DIN EN 10025 S 355 JR 355 490 630 221.1355_02 DIN EN 10025 S 355 JR 355 490 630 22

1.2355 DIN EN 10025 S 355 JR 355 490 630 221.2355_01 DIN EN 10025 S 355 J0 355 490 630 221.1245_00 JIS G 3101 SS400 (1995) 245 400 510 205.1345_00 ASTM A 572 Gr 50 (1988) 345 450 211.1380_00 GOST 380-88 St3 sp

(DIN 10025 S 235JRG2 1993) 235 340 470 261.1380_01 GOST 380-88 St3 sp

(DIN 10025 S 235JRG2 1993) 235 340 470 26

KEBENT VE PROFL MALAT YAPI ELKLER STRUCTURE STEELS FOR ANGLE IRON AND PROFILE PRODUCTION

DIN EN 10025 (1990), JIS G 3101, ASTM A 572 (1988), GOST 380-88



13

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)

GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Cu Ni CrLimits max. max. max. max. max.

1.1281_01 ASTM A 615 Gr 40 (1999) Standart 0.060 0.060sdemir 0.26-0.28 1.00-1.20 0.025 0.030 0.20-0.30 0.12 0.10 0.10

BALYA TEL MALAT ELKLER STEELS FOR BALING WIRE PRODUCTION

ASTM A 615 (1999)


GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Cu Ni CrLimits max. max. max. max. max.

1.1009_01 SAE J 403 1009 (1995) MODIFIED Standart 0.15 max. 0.60 max 0.030 0.050 0.15-0.30sdemir 0.08-0.14 0.40-0.70 0.025 0.025 0.12-0.30 0.10 0.10 0.10

HASIRLIK ELKLER STEELS FOR MESH QUALITY STEEL PRODUCTION

SAE J 403 (1995)


GRADE CODE CORRESPONDING STANDARDS YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH ELONGATION min. min. (min)

1.1281_01 ASTM A 615 Gr 40 (1999) 280 490 12

BALYA TEL MALAT ELKLER STEELS FOR BALING WIRE PRODUCTION

ASTM A 615 (1999)



14

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al V Cu Ni Cr Ceq

Limits max. max. max. max. max.5.2355_00 GL-D 36 (S355 G2S) MODIFIED Standart 0.18 max. 0.90-1.60 0.040 0.040 0.50 max. 0.020 min. 0.05-0.10 0.35 0.40 0.20

sdemir 0.12-0.15 1.20-1.50 0.025 0.025 0.15-0.30 0.025 min. 0.05-0.10 0.12 0.10 0.10 0.38 max.5.2355_01 ABS AH 36- DH 36 Standart 0.18 max. 0.90-1.60 0.035 0.035 0.10-0.50 0.015 0.35 0.40 0.20

sdemir 0.12-0.15 0.90-1.10 0.025 0.025 0.15-0.25 0.025-0.060 0.07-0.09 0.10 0.10 0.10 0.37 max.5.2355_02 ABS AH 36-DH 36 Standart 0.18 max 0.90-1.60 0.040 0.040 0.10-0.50 0.015 min. 0.05-0.10

sdemir 0.12-0.15 1.10-1.30 0.025 0.025 0.15-0.25 0.025-0.060 0.02-0.04 0.12 0.10 0.10 0.38 max.

GEM PROFL MALAT ELKLER STEELS FOR SHIP PROFILE PRODUCTION

GL-D 36 , ABS AH 36- DH 36


GRADE CODE CORRESPONDING STANDARDS YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH ELONGATIONmin. min. max. (min)

5.2355_00 GL-D 36 (S355 G2S) MODIFIED 355 490 630 225.2355_01 ABS AH 36-DH 36 355 490 630 22

GEM PROFL MALAT ELKLER STEELS FOR SHIP PROFILE PRODUCTION

GL-D 36 , ABS AH 36- DH 36



15


GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si V Cu Ni Cr CeqLimits max. max. max. max. max.

5.1400_00 SI 4466, SI 739 S-400 Standart (%S+%P)=0.080 max. 0.60 max.sdemir 0.33-0.36 1.10-1.20 0.030 0.030 0.25-0.35 0.01-0.02 0.20 0.15 0.15 0.60 max.

8.1400 SI 4466, SI 739 S400 Standart (%S+%P)=0.080 max. 0.60 max.sdemir 0.33-0.38 1.10-1.35 0.030 0.040 0.20-0.40 0.20 0.15 0.15 0.60 max.

1.1420_01 TS 708 B IIIa (1996),(DIN 488 BSt Standart 0.40 max. 0.050 0.050 Cu+Ni+Cr



16

SDEMR FZKSEL ZELLKLER MECHANICAL PROPERTIESKALTE NO STANDART KARILII EKME MUK. Rm(N/mm2) %UZAMA

GRADE CODE CORRESPONDING STANDARDS AKMA MUK. Re(N/mm2) YIELD STRENGTH TENSILE STRENGTH ELONGATION min. min. (min)

5.1400_00 SI 4466, SI 739 S-400 400 500 12 (lo=10 do)8.1400 SI 4466, SI 739 S400 400 500 12 (lo=10 do)

1.1420_01 TS 708 B IIIa (1996),(DIN 488 BSt 42/50RU) 420 500 12 (lo=10 do)

(ASTM A 615 Gr60) 414 621 9 (lo=200 mm)1.1421_01 TS 708 B IIIa (1996),

(DIN 488 BSt 42/50RU) 420 500 12 (lo=10 do)(ASTM A 615 Gr60) 414 621 9 (lo=200 mm)

1.1421_02 TS 708 B IIIa (1996),(DIN 488 BSt 42/50RU) 420 500 12 (lo=10 do)

(ASTM A 615 Gr60) 414 621 9 (lo=200 mm)1.1422 TS 708 B IIIa (1996),

(DIN 488 BSt 42/50RU) 420 500 12 (lo=10 do)(ASTM A 615 Gr60) 414 621 9 (lo=200 mm)

1.8420_00 BSt 420 S (DIN 488-1 W.nr.1.0428) 420 500

NERVRL NAAT EL MALAT ELKLER FOR DEFORMED REINFORCING STEEL BAR PRODUCTION

SI 4466, SI 739 , TS 708 (1996), DIN 488 , ASTM A 615



17

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si V Cu Ni Cr Ceq

Limits max. max. max. max. max.5.1460_00 BS 4449 Gr 460 (1997) Standart 0.25 max. 0.050 0.050 0.51 max.

sdemir 0.20-0.24 1.20-1.35 0.030 0.030 0.15-0.30 0.06-0.07 0.20 0.15 0.15 0.47 max.

VANADYUMLU, KAYNAKLANABLR NERVRL NAAT EL MALAT ELKLER

FOR WELDABLE DEFORMED REINFORCING STEEL BAR PRODUCTION (VANADIUM ADDED)

BS 4449


GRADE CODE CORRESPONDING STANDARDS YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH ELONGATION min. min. (min)

5.1460_00 BS 4449 Gr 460 (1997) 460 500 14

VANADYUMLU, KAYNAKLANABLR NERVRL NAAT EL MALAT ELKLER

FOR WELDABLE DEFORMED REINFORCING STEEL BAR PRODUCTION (VANADIUM ADDED)

BS 4449



18

SDEMR FZKSEL ZELLKLER MECHANICAL PROPERTIESKALTE NO STANDART KARILII %UZAMAGRADE CODE CORRESPONDING STANDARDS AKMA MUK. Re(N/mm2) YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH ELONGATION

min. min. (min)1.1280 ASTM A 615 Gr 40 (1999) 280 490 121.1281 ASTM A 615 Gr 40 (1999) 280 490 12

HRA KAYITLI NAAT EL MALAT ELKLER FOR EXPORT DEFORMED REINFORCING STEEL BAR PRODUCTION

HRA KAYITLI NAAT EL MALAT ELKLER FOR EXPORT DEFORMED REINFORCING STEEL BAR PRODUCTION

ASTM A 615 (1999)

SDEMR KimyasalKALTE NO STANDART KARILII Snrlar KMYASAL BLEM (%) CHEMICAL COMPOSITION (%)GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al Cu Ni Cr Ceq

Limits max. max. max. max. max.1.1280 ASTM A 615 Gr 40 (1999) Standart 0.060 0.060

sdemir 0.23-0.26 0.60-1.00 0.035 0.040 0.25-0.40 0.20 0.15 0.15 0.35-0.421.1281 ASTM A 615 Gr 40 (1999) Standart 0.060 0.060

sdemir 0.27-0.29 1.00-1.20 0.035 0.040 0.25-0.40 0.20 0.15 0.15 0.42-0.491.1350 20MnSi (in Normu) Standart 0.17-0.25 1.20-1.60 0.050 0.050 0.40-0.80 0.30 0.30 0.30



sdemir 0.28-0.32 0.60-0.75 0.025 0.025 0.10-0.25 0.015 max. 0.10 0.10 0.10

ASTM A 615 (1999), 20MnSi (in Normu), SAE J 403 (1995)



19


GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al B Cu Ni CrLimits max. max. ppm max. max. max.

1.3235 DIN 17175 St 35.8 Standart 0.17 max. 0.40-0.80 0.040 0.040 0.10-0.35sdemir 0.13-0.17 0.55-0.80 0.035 0.035 0.10-0.30 0.015-0.050 0.12 0.10 0.10

1.3380 API 5CT 99 J-55 Standart sdemir 0.34-0.38 1.30-1.50 0.030 0.030 0.10-0.30 0.015-0.050 0.12 0.10 0.10

5.1238 St37 Mo Standart sdemir 0.12-0.16 0.50-0.60 0.025 0.025 0.15-0.25 0.015-0.035 0.25-0.35 0.12 0.10 0.10

1.1324 24Mn4 Standart sdemir 0.20-0.28 0.90-1.20 0.035 0.035 0.30-0.60 0.005-0.020 0.12 0.10 0.10

5.1270 DIN 17175 15 Mo 3 Standart 0.12-0.20 0.40-0.80 0.035 0.035 0.10-0.35sdemir 0.12-0.18 0.40-0.80 0.030 0.030 0.15-0.35 0.015-0.035 0.25-0.35 0.12 0.10 0.10

1.1020 SAE J 403 1020 (1995) MODIFIED Standart 0.18-0.23 0.30-0.90 0.040 0.050sdemir 0.19-0.23 0.40-0.65 0.025 0.030 0.15-0.35 0.015 min. 0.12 0.10 0.10

8.1023_01 SAE J 403 1023 (MODIFIED) (1995) Standart 0.20-0.25 0.30-0.60 0.030 0.050 0.15-0.30sdemir 0.22-0.25 0.60-0.80 0.020 0.020 0.15-0.30 0.0065 0.12 0.10 0.10

BORU MALAT ELKLER STEELS FOR SEAMLESS PIPE PRODUCTION

DIN 17175 , API 5CT 99 , St37 Mo, 24Mn4, SAE J 403 (1995)

SDEMR FZKSEL ZELLKLER MECHANICAL PROPERTIESKALTE NO STANDART KARILII %UZAMA

GRADE CODE CORRESPONDING STANDARDS AKMA MUK. Re(N/mm2) YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH ELONGATION min. max. min. max. (min)

1.3235 DIN 17175 St 35.8 235 360 480 251.3380 API 5CT 99 J-55 380 552 5175.1270 DIN 17175 15 Mo 3 270 450 600 22

BORU MALAT ELKLER STEELS FOR SEAMLESS PIPE PRODUCTION

DIN 17175 , API 5CT 99 , St37 Mo, 24Mn4, SAE J 403 (1995)



20


GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al Mo B Cu Ni CrLimits max. max. ppm max. max. max.

6.2008 DIN 17145 S-1, DIN EN 756 (1995) S1 Standart 0.05-0.15 0.35-0.60 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.05-0.09 0.40-0.50 0.025 0.025 0.05 max. 0.025-0.080 0.10 0.10 0.10

6.3008_00 DIN 17145 S-1, DIN EN 756 (1995) S1 Standart 0.05-0.15 0.35-0.60 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.05-0.08 0.40-0.50 0.025 0.025 0.06 max. 0.015 0.10 0.10 0.10

6.3008_01 DIN 17145 S-1, DIN EN 756 (1995) S1 Standart 0.05-0.15 0.35-0.60 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.06-0.09 0.45-0.55 0.025 0.025 0.07 max. 0.010 max. 0.10 0.10 0.10

6.3008_02 DIN 17145 S-1,DIN EN 756 (1995) S1 Standart 0.05-0.15 0.35-0.60 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.06-0.09 0.40-0.55 0.025 0.025 0.04-0.10 0.010 max. 0.10 0.10 0.10

6.3008_03 DIN 17145 S-1,DIN EN 756 (1995) S1 Standart 0.05-0.15 0.35-0.60 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.08-0.11 0.40-0.55 0.025 0.025 0.04-0.10 0.010 max. 0.10 0.10 0.10

6.1300 DIN EN 756 (1995) S2Mo Standart 0.07-0.15 0.80-1.30 0.025 0.025 0.05-0.25 0.45-0.65 0.15 0.15sdemir 0.07-0.13 0.80-1.20 0.020 0.025 0.15-0.20 0.005-0.020 0.45-0.65 0.10 0.10 0.10

6.1360 DIN 8559 (TS 5618) SG2 Standart 0.06-0.13 1.30-1.60 0.025 0.025 0.70-1.00sdemir 0.06-0.10 1.35-1.55 0.020 0.020 0.80-1.00 0.005-0.020 0.10 0.10 0.10

6.1360_01 DIN 8559 (TS 5618) SG2 (BORLU) Standart 0.06-0.13 1.30-1.60 0.025 0.025 0.70-1.00sdemir 0.06-0.09 1.40-1.55 0.020 0.020 0.80-0.90 0.015 40 - 50 0.10 0.10 0.10

6.1360_02 DIN 8559 (TS 5618) SG2 Standart 0.06-0.13 1.30-1.60 0.025 0.025 0.70-1.00sdemir 0.06-0.08 1.40-1.50 0.020 0.020 0.80-0.90 0.015 max. 0.10 0.10 0.10

6.1360_03 DIN 8559 (TS 5618) SG2 MODIFIED Standart 0.06-0.13 1.30-1.60 0.025 0.025 0.70-1.00sdemir 0.065-0.085 1.50-1.60 0.020 0.020 0.80-0.90 0.015 max. 40 - 50 0.10 0.10 0.10

6.1470_00 DIN EN 756 (1995) S2 Standart 0.07-0.15 0.80-1.30 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.07-0.10 0.85-0.95 0.020 0.020 0.10-0.15 0.015 0.10 0.10 0.10

6.1470_01 DIN EN 756 (1995) S2Si Standart 0.07-0.15 0.80-1.30 0.025 0.025 0.15-0.40 0.15 0.15sdemir 0.07-0.10 0.85-0.95 0.020 0.020 0.15-0.25 0.015 0.10 0.10 0.10

6.1470_02 DIN EN 756 (1995) S2 Standart 0.07-0.15 0.80-1.30 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.08-0.11 0.85-0.95 0.020 0.020 0.10 max. 0.015 0.10 0.10 0.10

6.2470 DIN EN 756 (1995) S2 Standart 0.07-0.15 0.80-1.30 0.025 0.025 0.15 max. 0.15 0.15sdemir 0.07-0.10 0.85-0.95 0.020 0.020 0.10-0.15 0.015-0.025 0.10 0.10 0.10

ELEKTROT MALAT ELKLER STEELS FOR ELECTRODE PRODUCTION

DIN EN 756 (1995), DIN 8559, TS 5618



21

SDEMR FZKSEL ZELLKLER MECHANICAL PROPERTIESKALTE NO STANDART KARILII KEST DARALMASI %UZAMAGRADE CODE CORRESPONDING STANDARDS AKMA MUK. Re(N/mm2) YIELD STRENGTH EKME MUK. Rm(N/mm2) TENSILE STRENGTH REDUCTION IN AREA ELONGATION

min. max. min. max. (%) (min) (min)6.2008 DIN 17145 S-1,

DIN EN 756 (1995) S1 250 350 360 460 70 16 (lo=100 mm)6.3008_00 DIN 17145 S-1,

DIN EN 756 (1995) S1 250 350 360 460 70 16 (lo=100 mm)6.3008_01 DIN 17145 S-1,

DIN EN 756 (1995) S1 250 350 360 460 70 16 (lo=100 mm)6.3008_02 DIN 17145 S-1,

DIN EN 756 (1995) S1 250 350 360 460 70 16 (lo=100 mm)6.1300 DIN EN 756 (1995) S2Mo 300 400 450 550 75 16 (lo=100 mm)6.1360 DIN 8559 (TS 5618) SG2 360 400 530 79 22 (lo=100 mm)

6.1470_00 DIN EN 756 (1995) S2 270 350 400 470 70 16 (lo=100 mm)6.1470_02 DIN EN 756 (1995) S2 270 350 400 470 70 16 (lo=100 mm)

6.2470 DIN EN 756 (1995) S2 270 350 400 470 70 16 (lo=100 mm)

ELEKTROT MALAT ELKLER STEELS FOR ELECTRODE PRODUCTION

DIN EN 756 (1995), DIN 8559, TS 5618



22


Limits max. max. ppm max. max. max.5.1026_00 SAE J 403 1026 (1995) MOD (BORLU) Standart 0.22-0.28 0.60-0.90 0.030 0.050

sdemir 0.23-0.28 0.75-0.95 0.025 0.025 0.10-0.25 0.010 max. 20 min. 0.10 0.10 0.10

YKSEK MUKAVEMETL ZIMBA TEL MALAT ELKLER STEELS FOR HIGH STRENGTH STAPLE PRODUCTION

SAE J 403



23


GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al Cu Ni CrLimits max. max. max. max. max.

1.2390_00 DIN EN 10263-2:2001 C4C, Standart 0.02-0.06 0.25-0.40 0.020 0.025 0.10 max. 0.020-0.060DIN 1654-2 QSt 32-3 (1989) sdemir 0.06 max. 0.25-0.40 0.020 0.020 0.10 max. 0.020-0.060 0.10 0.10 0.10

1.2410_00 DIN EN 10263-2:2001 C8C, Standart 0.06-0.10 0.25-0.45 0.020 0.025 0.10 max. 0.020-0.060DIN 1654-2 QSt 34-3 (1989) sdemir 0.06-0.09 0.25-0.45 0.020 0.020 0.10 max. 0.020-0.060 0.10 0.10 0.10



VDA ve SOMUN MALAT ELKLER STEELS FOR SCREW PRODUCTION

DIN EN 10263-2:2001, DIN EN1654-4 (1989), SAE J 403 (1995)


GRADE CODE CORRESPONDING STANDARDS Chemical C Mn P S Si Al B Cu Ni CrLimits max. max. ppm max. max. max.

5.2580_00 DIN 1654-4 19MnB 4 (1989), Standart 0.18-0.23 0.90-1.20 0.025 0.025 0.30 max. 8 - 50 0.25 0.30 max. EN 10263-4: 2002-02 20MnB4 (Cr'LU) sdemir 0.20-0.23 0.85-1.00 0.020 0.020 0.08 max. 0.020-0.040 20 - 50 0.10 0.10 0.15-0.20

5.2580_01 DIN 1654-4 19MnB 4 (1989), Standart 0.18-0.23 0.90-1.20 0.025 0.025 0.30 max. 8 - 50 0.25 0.30 max. EN 10263-4: 2002-02 20MnB4 sdemir 0.20-0.23 0.85-1.00 0.020 0.020 0.08 max. 0.020-0.040 20 - 50 0.10 0.10 0.10 max.

5.2600_00 DIN 1654-4 22B2, Standart 0.20-0.25 0.60-0.90 0.025 0.025 0.30 max. 8 - 50 0.25 0.30 max. DIN EN 10263-4:2002-02 23B2 sdemir 0.20-0.24 0.60-0.80 0.020 0.020 0.15 max. 0.025-0.040 20 - 35 0.10 0.10 0.10 max.

CVATA MALAT ELKLER STEELS FOR BOLT PRODUCTION

DIN EN 10263-2:2001, DIN EN1654-4 (1989), SAE J 403 (1995)



24



25

RN TOLERANSLARI

TOLERANCES

>>



26

TOLER

ANS STAN

DAR

DI TO

LERAN

CE STAN

DAR

D

DIN

- 59110 (1962)

UYG

ULAN

AN SD

EMR

R

N

CN

S APP

LIED P

RO

DU

CT TYP

E IN ISD

EMIR

K

AN

GA

L (TEL UB

UK

) COIL

Anm

a ap

ToleransA

rlkK

esit Alan

YanalAlan

Dia

TolerancesW

eightC

ross SectionSurface A

rea(m

m)

(mm

)(K

g/m)

(cm2)

(cm2/m

)5.5

0.30.186

0.238173

60.222

0.283188

6.50.260

0.332204

6.80.285

0.363214

70.302

0.385220

7.50.347

0.442236

80.395

0.503251

8.50.445

0.567267

90.499

0.636283

9.350.539

0.687294

100.617

0.785314

10.50.680

0.866330

110.746

0.950345

11.50.815

1.038361

120.888

1.131377

12.50.963

1.222393

131.042

1.327408

141.208

1.539440

>15

0.51.578

2.011503

AP TOLERANSI DIAMETER TOLERANCES

DIN

EN 756 (1995), D

IN 8559, TS 5618

0.4

* Dz Yuvarlak B

eton elii nom

inal arl -1500 (+60,-100)kg olan KAN

GAL olarak satlm

aktadr.* W

ire rods are packaged in 1500 (+60,-100)kg wire coils.

DZ YUVARLAK BETON EL WIRE RODS



27

NERVRL BETON EL DEFORMED REINFORCING STEEL BAR

TOLER

ANS STAN

DAR

DI TO

LERAN

CE STAN

DAR

D

DIN

488 ( TS 708 (1996)

UYG

ULAN

AN SD

EMR

R

N

CN

S APP

LIED P

RO

DU

CT TYP

E IN ISD

EMIR

N

ERV

RL

NA

AT (B

ETON

) EL D

EFOR

MED

REIN

FOR

CING

STEEL BA

R

Anm

a ap

Arlk

Kesit A

lanStandart B

oyD

iaW

eightC

ross SectionStandard Length

(mm

)(K

g/m)

(cm2)

(m)

N8

0.3950.503

N10

0.6170.785

N12

0.8881.13

N14

1.211.54

N16

1.582.01

N18

2.002.54

N20

2.473.14

N22

2.983.80

N24

3.554.52

N25

3.854.91

N26

4.175.31

N28

4.836.16

N30

5.557.07

N32

6.318.04

AP TOLERANSI DIAMETER TOLERANCES

DIN

EN 756 (1995), D

IN 8559, TS 5618

1*N

ervrl Beton

elii 6-15 m boylarnda alc taleplerine gre kesilm

ektedir.N

ervrl beton elii talepleri zel grmeye tabidir.

Deform

ed rebars are cut to 6-15 m length on custom

er's requests.

1*



28

TOLER

ANS STAN

DAR

DI TO

LERAN

CE STAN

DAR

D

TS 9016 (1991)

UYG

ULAN

AN SD

EMR

R

N

CN

S APP

LIED P

RO

DU

CT TYP

E IN ISD

EMIR

B

T

N ELK

KA

LTELER A

LL GR

AD

ES

Boyut veTolerans

Ke Yuvarla

Nom

inal Arlk

Kesit A

lanA

nma A

d(D

imensions and tolerances)

(Roundness)

(Weight) (*)

(Cross Section)

(Size)a(m

m)

Toleransb(m

m)

ToleransR

(mm

)(K

g/m)

cm2

(Tolerances)(Tolerances)

(max)

100X100100

10077.91

98.76110X110

110110

94.35119.76

120X120120

120112.36

142.76130X130

130130

12131.93

167.76150X150

150150

175.78223.07

160X160160

160200.05

254.07

EBAT TOLERANSI DIMENSION TOLERANCE

DIN

EN 756 (1995), D

IN 8559, TS 5618

(*) : TEOR

K D

EER

LERD

R.

SREKL DKM KTK M

AKNALARINDA RETLEN KTKLER (CCM BILLETS)

2.5

3.0

2.512

3.015

RO

MB

KLK

(RH

OM

BO

IDITY)

:

5 %E

RLK

(CA

MB

ER)

:

10 mm

/mB

UR

ULM

A (TW

IST):

1 /m

KO

NVEK

SLK (FA

CE B

ULG

ING

):

2.5 %K

ON

KA

VLIK (D

EPR

ESSION

S):

2.5 %A

NM

A

L

S TO

LERA

NSI (SID

E DIM

ENSIO

NS)

: 3 %

BO

Y TOLER

AN

SI (CU

TTING

LENG

TH)

: 100 m

m

EKL TOLERANSLARI SHAPE TOLERANCES

DIN

EN 756 (1995), D

IN 8559, TS 5618



29

Konvekslik, Konkavlk Bulging, Depression

Rombiklik Rhom

boidity

Erilik Camber

Burulma Tw

ist



30



31

YAN RNLER

BY PRODUCTS

>>



32

YklemeB

oaltma (Load-U

nload)K

APASTE

Capacity :12 m

il.ton/yl

GENEL TANITIM GENERAL INFORM

ATION

LMA

N PO

RT

4 BATAR

YA(276 Frn)

4 Battery (276 Furnaces)

KAP

ASTE Capacity: 2.0 M

il.ton/ylK

OK

FAB

. COK

E PLAN

T

KAP

ASTE C

apacity: 2.5 mil.ton/yl

SNTER

FAB

.SINTER

PLAN

T

KAP

ASTEC


YK

SEK FIR

INLA

R B

LAST FU

RN

ACES

KAP

ASTEC

apacity: 0.7 Milyon ton/yl

PK M

AK

NA

SI PIG IR

ON

MA

CHIN

E

SIVI ELK

K

APASTE

Molten Steel C


ELKH

AN

E STEEL PLAN

T

KAP

ASTEC


K

TK

D

K

M CCM

1-CCM2

KAP

ASTEC


KA

NG

AL H

AD

DEH

AN

ES WIR

E RO

D M

ILL



33

MEVCUT RN YELPAZES AVAILABLE PRODUCTS

PK PIG

IRO

N

100 180 mm

Kare K

esitlerde Square

K

TK

BILLET

KA

NG

AL CO

IL

5.5 m

m

16 mm

AR

A

R

NLER

SEMI-PR

OD

UCTS :

NH

A

R

NLER

FINISH

ED PR

OD

UCTS:



34

KM

YASA

L AN

ALZ (%

) P

K D

EMR

LERSM

GES

(CH

EMIC

AL A

NA

LYSIS)(P

IG G

RA

DES)

(SYMB

OLS)

CS

MN

PS

HEM

ATT-1 P

K

H-1

3.3-4.52.01-2.60

0.4-1.20.12 M

ax0.06 M

axH

EMATITE P

IG IR

ON

-IH

EMA

TT-II PK

H

-23.3-4.5

1.40-2.000.4-1.2

0.12 Max

0.06 Max

HEM

ATITE PIG

IRO

N -II

ELK

-I PK

-13.3-4.8

1.01-1.390.5-1.5

0.25 Max

0.06 Max

CO

NVER

SION

IRO

N -I

ELK

-II PK

-23.3-4.8

1.00 Max

0.5-1.50.25 M

ax0.06 M

axC

ON

VERSIO

N IR

ON

-II

PK DEMR

(CAST PIG IRON)

STAN

DA

RD

DIN

EN - 10001 - 1991

AIK

LAMA:

B

u Standartlarn dndaki pikler , fabrika imkanlar dahilinde zel anlam

aya tabidir.N

OTE:

O

rders for pig iron type other then specified are subject to agreement.

Su miktar W

ater:%

3 max

Younluk (d 20 C) D

ensity:1,18 -1,25 gr/cm

3

Kl (susuz katranda) Ash (dry tar)

:%0,30 m

ax.K

krt (susuz katranda) Sulphur (dry tar):%

0,80 max.

Naftalin

(susuz katranda) Naphtaline(dry tar)

:% 10 m

ax.Fenol (susuz katranda) P

henol (dry tar):%

1 max.

Kinolinde

znmeyen (susuz katranda)Insoluble m

atter in Quinoline (dry tar)

:% 14 m

ax.Toluolde

znmeyen (susuz katranda) Insoluble m

atter in Toluene (dry tar):%

23 max.

Vizkosite80C

Engler Viscosity:13 m

ax.D

onma N

oktas Freezing point:-2C

+4CAlevlenm

e NoktasC

Flash pointC:110C

max.

Distilasyon D

istillation0-180C

Geen

:%2 m

ax.180-230C

Geen

:%10 m

ax.230-270C

Geen

:%12 m

ax.270-360C

Geen

:%20 m

ax.+360C

(Zift) Pitch

:%65 m

ax.K

alori (kcal/kg) Calori

:8500 min.

retim

miktar P

roduction capacity:50.000 ton/yl (t/year)

HAM KATRAN TAR



35

Younluk (d 20C) D

ensity:0,883-0,893 gr/cm

3

Distilasyon D

istillation lk dam

lama scakl Initial dropping point

:70-80C90C

Geen

:%45-60

100C G

een:%

70-80130C

Geen

:%80-88

150C G

een:%

83-90180C

Geen

:%86-93

Kurum

a scakl Drying tem

perature:205-225C

Karbon Slfr C

arbon Sulphur:%

0,270 max.

Piridin P

yridine:%

1,50 gr./lt. max.

Toplam K

krt Total Sulphur:%

0,230 max.

Tepkime R

eaction:N

tr Neutral

Su Miktar W

ater:Eser Trace

retim

miktar P


HAM BENZOL CRUDE BENZENE

Grnm

Appearance:B

eyaz renkte kristal Crystal w

hite colorK

imyasal B

ileimi C

hemical C

ompound

:(NH

4 )2 SO4

Rutubet M

oisture:%

1 max

Serbest Asit Free Acid Content

:%0,1 m

axToplam

Azot Total Nitrogen

:%20,9 m

in

Elek Analizi M

esh Analysis

6m

esh (3.36mm

) Elek st = %2 m

ax.30 m

esh (0.59mm

) Elek st = %55 m

in.70 m

esh (0.210mm

) Elek st = %96 m

in.

retim

miktar / P


AMONYUM

SLFAT AMONIUM

SULPHATE:

Kim

yasal zellikler C

hemical P

roperties Elem

ent Oksit Elem

ent Oxide

% (K

uru Bazda) D

ryM

gO9.00 3

SiO2

40.00 4C

aO34.00 5

Al2 O3

13.00 3FeO

max. 1.00

MnO

max. 3.00

Sm

ax. 1.40K

2 Om

ax. 3.00TiO

2m

ax. 0.70Fiziksel

zellikler Physical P

ropertiesElek A

nalizi Sieve Analysis:

+10 mm

%5 m

ax.-10 m

m%

95

retim

miktar P


SDEMR GRANLE CURUF SPESFKASYONU ISDEM

IR GRANULATED SLAG SPECIFICATION



36 %Toplam

Nem

Total Moisture

:11,0m

ax.(ASTM

3302-91 veya D2961-93)

%Sabit K

arbon(kb)* Fixed Carbon

:85,0m

in.(ASTM

D3172-89)

%K

l(kb) Ash:12,50

max.

(ASTM D

3174-93)%

Uucu M

addeler(kb) Volatile Matters

:1,70m

ax.(ASTM

D3175-89a)

%S(kb)

:0,70m

ax.(ASTM

D4239-94)

%P

(kb):0,055

max.

(ASTM D

4326-94)%

Klde K

2O (in ash)

:2,00m

ax.(ASTM

D4326-94)

%K

lde Na2O

(in ash):1,00

max.

(ASTM D

4326-94)%

Kok klnde toplam

alkali Total alkali in coke ash:3,00

max.

Net kalorifik deer N

et Calorific Value

:6700 kcal/kgm

in.(ASTM

D2015-94)

*(kb:kuru baz)

Tane bykl Grain Size

+25 mm

%10 m

ax.-10 m

m%

10 max.

CEVZ KOK

%Toplam

nem Total M

oisture:1

max.

(ASTM 3302-91 veya D

2961-93)%

Sabit Karbon(kb)* Fixed C

arbon:84,0

min.

(ASTM D

3172-89)%

Kl(kb) Ash

:13,0m

ax.(ASTM

D3174-93)

%U

ucu Maddeler(kb) Volatile M

atters:2,5

max.

(ASTM D

3175-89a) %

S(kb):0,70

max.

(ASTM D

4239-94) %

P(kb)

:0,055m

ax.(ASTM

D4326-94)

%K

lde K2O

(in ash):2,00

max.

(ASTM D

4326-94)%

Klde N

a2O (in ash)

:1m

ax.(ASTM

D4326-94)

Net kalorifik D

eer Net C

alorific Value:6500 kcal/kg

min.

(ASTM D

2015-94) *(kb:kuru baz)

retim

miktar P

roduction capacity:10.000 ton / yl (t/year)

KOK TOZU MKRONZE



37

RETM SRELER

MANUFACTURING PROCESS

>>



38

RETM SRELER M

ANUFACTURING PROCESS

DEMR RETM

PROSES AKIM EM

ASI IRON MANUFACTURING PROCESS

NAK

LYAT VE M

AKN

ALARI

Cevher

Kok

Y.F.CU

RU

FUY.F.G

AZI

PK

MAK

NASI

SIVI HAM

DEM

R

LMAN

SINTER

PO

TA

ELIK

R

ETMTESSLER

YAN

R

NLER

KO

K FAB

RK

ALARI

KO

K G

AZI

Kuartz

Dolom

itP

eletD

ier Atklar

Km

r

Pik

YK

SEK FIR

INLAR

DEM

R

RETM

R

ETM P

LANLAM

A

YARD

IMC

I LETMELER

ATELYELER VE B

AKIM

ELK

R

ETMSIC

AK H

ADD

ELEME

SIVI HAM

DEM

R

K

TK

SON

R

N

(SATI)

HAMMADDE

K

TK

(SATI)

KALTE

METALU

RJ



39

ELK RETM PROSES AKIM

EMASI STEEL M

ANUFACTURING PROCESS

KANGAL HADDELEME PROSES AKIM

EMASI W

IRE ROD MANUFACTURING PROCESS

K

K

RT G

DER

ME

TESSLERK

TK

D

K

M

K

TK

SATIA

K

TK

FIRIN

I

KAN

GAL

SATIA

KAN

GAL

HAD

DES

SIVI HAM

DEM

R

MK

SER

OK

SJEN

ELEKTR

KL

STASYON

KM

YASALSTASYO

N

SIVI ELK

SATI

ELKH

ANE

K

TK

D

K

M

KAN

GAL

HAD

DEH

ANES

HU

RD

ASAH

ASI

KR

E FABR

KALAR

I(6 AD

ET)

SR

EKL D

K

M

TESSLERI



40



41

YABANCI STANDARTLAR &EVRM

TABLOSU

FOREIGN STANDART&

CONVERSION TABLE

>>



42 AA

The Aluminum

Association

ABS

American B

ureau of ShippingA.B

.D

AEEThe Association of Energy Engineers

AENO

RAsoiacion Espanola de N

ormalizacion y C

etificacionSP

AIN

AFNO

RAssociation Franaise de N

ormalisation

FRAN

SA

AFSAm

erican Foundarymen's Society

A.B.D

AISIAm

erican Iron and Steel InstituteA.B

.D

AlChE

American Institute of C

hemical Engineers

A.B.D

ANSI

American N

ational Standards InstituteA.B

.D

API

American P

etroleum Institute

A.B.D

ASM

ASM International - The M

aterials Information Society

ASME

American Society of M

echanical EngineersA.B

.D

ASMI

American Society for M

aterials InternationalA.B

.D

ASTMAm

erican Society for Testing and Materials

A.B.D

ASNT

American Society for N

ondestractive TestingA.B

.D

AWS

American W

elding SocietyA.B

.D

BS

British Standards

NG

LTERE

BSI

British Standards Institution

NG

LTERE

CSA

Canadian Standards Association

KAN

ADA

DIN

Deutsches Institut fr N

ormung

ALMAN

YA

DS

Dansk Standard

DAN

MAR

KA

ELOT

Hellenic O

rganization for StandardizationYU

NAN

STAN

ENEuropean Standard

AVRU

PA

EUEU

RO

NO

RM

AVRU

PA

FSAFinnish Standards Association

FNLAN

DYA

GO

STU

SSR State Standard

RU

SYA

IBN

Institut Belge de N

ormalisation

BEL

KA

ITRI

International Tin Research Institute

ISOInternational O

rganization for StandardizationU

LUSLAR

ARASI

JISJapanese Industrial Standard

JAPO

NYA

JSAJapanese Standards Association

JAPO

NYA

LRS

Lloyd's Register of Shipping

NG

LTERE

MIL

US M

ilitary StandardsA.B

.D

NF

Norm

e FranaiseFR

ANSA

NN

IN

etherlands Norm

alisatie InstituutH

OLLAN

DA

NSAI

National Standards Authority of Ireland

IRELAN

D

NSF

Norges Standardiseringsforbund

NO

RVE

ON

Austrian Standards InstituteAVU

STUR

YA

SAEStandards Australia

AUSTR

ALIA

SAESociety of Autom

otive EngineersA.B

.D

SNV

Swiss Association for Standardization

SVR

E

TSETrk Standardlar Enstits

TR

KYE

UN

IEnte N

azionale Italiano di Unificazione

TALYA

YABANCI STANDARTLAR FOREIGN STANDARDS

ULU

SAL STA

ND

AR

TLAR

VE LGL K

UR

ULU

LAR

NA

TION

AL STA

ND

AR

DS A

ND

RELA

TED B

OD

IES



43

BR

M A

DI U

NITS TO

CO

NVER

TD

ER

BR

M K

AR

ILIKLA

RI U

NIT EQ

UIVA

LENTS

A

IRLIK

MA

SS1 ons (oz)

=28.349523125 g

0.06250 lb141.747615625 karat

1 pound (lb)=

453.59237 g16 oz

0.00045359237 MT

1 kilogram (kg)

=2.204622622 lb

35.27396195 oz0.0685217659 slug

1 metrik ton (M

T)=

1000 kg2204.622621849 lb

1.102311311 ST1 ort ton (ST)

=907.18474 kg

2000 lb0.892857143 LT

1 long ton (LT)=

1016.0469088 kg1.12 ST

2240 lb

UZU

NLU

K LEN

GTH

1 in (in)=

25.4 mm

0.0833333333 ft25400 m

ikron1 m

ikroin (min)

=0.0254 m

ikron0.0000254 m

m25.4 m

ilimikron

1 foot (ft)=

30.48 cm12 in

0.3333333333 yarda1 m

ilimetre (m

m)

=0.0393700787 in

0.0032808399 ft1000 m

ikron1 m

ikrometre (m

ikron)=

0.001 mm

10000 angtrom0.0000393700787 in

1 metre (m

)=

39.37007874 in3.280839895 ft

1.093613298 yarda1 yarda (yd)

=91.44 cm

36 in3 ft

ALA

N A

REA

1 in2

=6.4516 cm

2645.16 m

m_

0.00694444 ft2

1 cm2

=100 m

m2

0.15500031 in_0.00107639 ft

2

1 mm

2=

0.01 cm2

0.00155 in_0.0000107639 ft

2

1 ft2

=92903.04 m

m2

0.09290304 m_

144 in2

HA

CM

-YO

UN

LUK

VOLU

ME-D

ENSITY

1 in3

=16.387064 cm

316387.064 m

m_

0.016387064 dm3

1 cm3

=0.001 dm

30.000001 m

_0.00003531467 ft

3

1US galon (gal)

=3.785411784 dm

3231 in_

0.133680556 ft3

1 barel (bbl)=

158.987294928 dm3

9702 in_5.614583333 ft

3

1 kg/dm3

=1 g/cm

31000 kg/m

_0.001 kg/cm

3

1 gr/cm3

=0.001 kg/cm

30.03613 lbm

/in_62.42197 lbm

/ft3

KU

VVET FOR

CE

1 kilogram - fors (kgf)

=9.80665 N

2.204622622 lbf980665 din

1 Nevton (N

)=

0.101971621 kgf0.224808943 lbf

100000 din

STRES-B

ASIN

STR

ESS-PR

ESSUR

E1 kgf/m

m2

=9.80665 N

/mm

21422.3343307 psi

980665 din/mm

2

1 N/m

m2

=1 M

pa 0.1019716213 kgf/m

m2

9.869232667 atm1 lbf/in

2(psi)=

0.00070306958 kgf/mm

20.00689475729 N

/mm

20.0680459639 atm

1 atmosfer (atm

)=

1.01325 bar760 tor

760 mm

Hg

1 bar=

0.986923267 atm0.1 N

/mm

214.503773773 psi

ENER

J ENER

GY

1 kgf.m=

9.80665 J2.343845602 kal

7.233013851 ft.lbf1 joule (J)

=0.101971621 kgf.m

0.737562149 ft.lbf0.000947817120 B

tu1 kalori (kal)

=4.1819 J

41819000 erg0.426435123105 kgf.m

1 Btu

=107.585755851 kgf.m

1055.055852620 J778.169262266 ft.lbf

SICA

KLIK

TEMP

ERA

TUR

E C

(forml)

=(F-32) / 1.8

K-273.15

[Rk x (5/9)]-273.15

-20 C=

-4 F253.15 K

455.67 Rk

-10 C=

14 F263.15 K

473.67 Rk

-0 C=

32 F273.15 K

491.67 Rk

10 C=

50 F283.15 K

509.67 Rk

20 C=

68 F293.15 K

527.67 Rk

EVRM TABLOSU CONVERSION TABLE



44

Tablolarda gsterilen SDEM

R kim

yasal limitleri, referans deerlerdir ve

sadece bilgi maksad ile verilm

itir.

Aksi belirtilmedike, kesit anm

a kesiti veya anma ap olarak kabul

edilecektir. Anma ap, m

terinin belirttii tolerans aralnn ortasndakideerdir.

Katalogda bulunm

ayan dier ebatlar iin ltfen iliki kurduunuz satbirim

ine sorunuz.

elik kaliteleri ve rnlerim

izin teknik spesifikasyonlar hakknda dahafazla bilgi alm

ak iin ltfen Kalite M

etalurji Mdrl'n araynz.

Values of chemical com

positions of steel grades which are specified as

ISDEM

IR are given for purpose of inform

ation only.

Nom

inal diameter is the m

eanvalue of the customer's request.

For other dimensions, connect your sales office.

If you have questions about our steel grades and technical specificationsfor the products or need m

ore information, please contact to D

epartment

at Quality M

etallurgy.

HATIRLATMA

REMARKS



45

>>



46

ADRESLER ADDRESSSKENDERUN DEM

R VE ELK A.. GENEL MDRL

SKENDERUN IRON & STEEL W

ORKS CO.31319 SK

END

ERU

N / TU

RK

EYTel.

:90 (326) 758 4040 (Santral-PB

X)Tel.

:90 (326) 758 ....... (lgili Servis/Dept. n charge)

Fax. :90 (326) 755 1184-

758 5351-758 3838http

://ww

w.isdem

ir.com.tr

e-mail:info@

isdemir.com

.tr

GENEL MDRLK

HEAD OFFICETel.

:90 (326) 758 3100Fax.

:90 (326) 755 1184

PAZARLAMA ve

HRACAT MDRL

MARKETING &

EXPORTSTel.

:90 (326) 758 3092-758 4092 :90 (326) 758 4993-758

4212Fax.

:90 (326) 755 1943

SATI MDRL

SALES DEPARTMENT

Tel. :90 (326) 758 3097-758 5497:90 (326) 758 3297-758 3397-758 3597

Fax. :90 (326) 758 4747

KALTE METALURJ M

DRLQUALITY M

ETALLURGY MANAGEM

ENTTel.

:90 (326) 758 3082-758 4582Fax.

:90 (326) 758 4883

SKENDERUN DEMR VE ELK A.. GENEL M

DRLSKENDERUN IRON &

STEEL WORKS CO.

31319 SKEN

DER

UN

/ TUR

KEY

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