Brosur Master Steel

April 6, 2018 | Author: Syifa Aulia Syifa | Category: Chemistry, Engineering, Mechanical Engineering, Industries, Manmade Materials
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Short Description

Brosur besi merk master steel...

Description

www.themastersteel.com

Sales Office Jl. Pangeran Jayakarta 107 Jakarta 10730, Indonesia (+62-21) 639 3608 (+62-21) 659 7766 [email protected]

www.themastersteel.com

TMS I - Master Plant

TMS II - SPA Plant

TMS III - KESA Plant

Jl. Pegangsaan Dua no.1 Jakarta Utara 14250 (+62-21) 460 2934 (+62-21) 460 2935

Jl. Alpha Maspion KIM V, Manyar Gresik 6115 (+62-31) 395 2936 (+62-31) 395 2937

Jl. Raya Bekasi km.21 Jakarta Timur 13920 (+62-21) 460 6188 (+62-21) 460 6185 © 2015 PT The Master Steel MFc. All Rights Reserved.

REBAR

MASTER STEEL - a constant pursuit of perfection in everything we do. 5%

5%

3%

100+ hectares industrial estate

30%

12%

Indonesia projects rebar market share*

one of the pioneers in steel-making and rolling in Indonesia

since

12%

20%

12%

2015 2011 2008

1.5 million TPA 1.2 million TPA 1.0 million TPA

> 1 million ton of scrap recycled yearly

MASTER STEEL production capacity

A Clear Market Leader

*comparison with other companies

ISO 9001:2008

20%

WIRE ROD

30% 5%

Indonesia wirerod market share*

15%

Master Steel applies standardized Quality Management System

Master Steel Family

working around the clock on

30%

International Recognitions Master Steel products are approved in international market, including The Civil Engineering Department of HongKong & Housing Development Board of Singapore Master Steel products are exported to neighboring Asian countries like Singapore, Hong Kong, Vietnam, and Cambodia, also reaching Australia, USA and the Middle-East region

WIRE MESH

Steel Producer of Choice

STRONG yet DUCTILE

Master Steel CORE STRENGTH earthquake resistant rebar, with high strength and high ductility properties, ensure the best performance and cost optimization in civil construction

REBAR

WIRE ROD

Physical Properties

Chemical Composition Properties

SNI 07-0053-2006

SNI 07-2052-2014

Nominal Diameter

Plain / Deformed

Cross Sect. Area

( mm )

Tolerance (+/-)

Nominal Mass ( kg/m )

( mm2 )

Diameter

( kg/12m )

( mm )

C

Weight pc (%)

6

P/D

28.27

0.222

2.664

0.3

7

8

P/D

50.27

0.395

4.740

0.4

7

10

P/D

78.54

0.617

7.404

0.4

6

12

P

113.1

0.888

10.66

0.4

6

13

D

132.7

1.04

12.48

0.4

6

Standard

SNI 07-0053-2006

Grade

Mn

P

S

Si

Cr

Cu

Al

Mo Applications

min

max

min

max

max

max

max

min - max

max

max

min - max

(%)

(%)

(%)

(%)

(%)

(%)

(%)

(%)

(%)

(%)

(%)

Bj Bk R 6

-

0.08

-

0.60

0.045 0.045

-

-

-

-

-

binding wire

Bj Bk R 8

-

0.10

-

0.60

0.045 0.045

-

-

-

-

-

annealed and telegraph wire

Bj Bk R 10

0.08

0.13

0.30

0.60

0.045 0.045

-

-

-

-

-

galvanized wire

Bj Bk R 12

0.10

0.15

0.30

0.60

0.045 0.045

-

-

-

-

-

nail & staple wire, wire mesh

Bj Bk R 15

0.13

0.18

0.30

0.60

0.045 0.045

-

-

-

-

-

concrete reinforcement

Bj Bk R 17

0.15

0.20

0.30

0.60

0.045 0.045

-

-

-

-

-

concrete reinforcement

Bj Bk R 20

0.18

0.23

0.30

0.60

0.045 0.045

-

-

-

-

-

concrete reinforcement

Bj Bk R 22

0.20

0.25

0.30

0.60

0.045 0.045

-

-

-

-

-

concrete reinforcement

14

P

153.9

1.21

14.52

0.4

6

16

P/D

201.1

1.58

18.96

0.5

5

19

P/D

283.5

2.23

26.76

0.5

5

SWRM 6

-

0.08

-

0.60

0.045 0.045

0.15

-

-

-

-

binding wire

22

P/D

380.1

2.98

35.76

0.5

5

SWRM 8

-

0.10

-

0.60

0.045 0.045

0.15

-

-

-

-

annealed and telegraph wire

25

P/D

490.9

3.85

46.20

0.5

5

SWRM 10

0.08

0.13

0.30

0.60

0.045 0.045

0.20

-

-

-

-

galvanized wire

28

P

615.8

4.83

57.96

0.6

4

SWRM 12

0.13

0.15

0.30

0.60

0.045 0.045

0.20

-

-

-

-

nail & staple wire, wire mesh

SWRM 20

0.18

0.23

0.30

0.60

0.045 0.045

0.25

-

-

-

-

concrete reinforcement

29

D

660.5

5.18

62.16

0.6

4

SWRM 22

0.20

0.25

0.30

0.60

0.045 0.045

0.25

-

-

-

-

concrete reinforcement

32

P/D

804.2

6.31

75.72

0.6

4

SWRCH 6A

-

0.08

-

0.60

0.030 0.035

0.10

-

-

0.02

-

36

D

1018

7.99

95.88

0.8

4

40

D

1257

9.87

118.4

0.8

4

50

D

1964

15.4

184.8

0.8

4

Bj TP 24 Bj TP 30 Bj TS 30 Bj TS 35 Bj TS 40 Bj TS 50

Yield

Tensile

( Kgf/mm2 ) ( N/mm2 )

( Kgf/mm2 ) ( N/mm2 )

24

39

235

380

30

45

295

440

30

45

295

440

35

50

345

490

40

57

390

560

50

63

490

620

Elongation

Bending

Color Designation

d : 8-22

d : 25-50

Angle

Diameter

(%)

(%)

(o)

( mm )

20

24

180

3d

Black

18

20

180

≤16 = 3d >16 = 4d

Blue

180

≤16 = 3d >16 = 4d

Blue

16

18

18

20

180

≤16 = 3d 19-36 = 4d , ≥40 = 5d

Red

16

18

180

5d

Yellow

12

14

180

≤25 = 5d >25 = 6d

Green

Tensile / Yield minimum ratio of 1.20

Grade

Nominal Diameter ( mm )

Minimum Weight

BjTS 40+ Master Steel SNI+ 07-2052-2014

Tensile max

min

( N/ mm2 ) ( N/ mm2 ) ( N/ mm2 )

420 6, 8, 10, 13, 16, 19, 22, 25, 29, 32, 36, 40, 50

BjTS 50+

Yield min

510

560

T/Y Ratio

1.25

580

620

1.25

JIS G3506

-

0.10

-

0.60

0.030 0.035

0.10

-

-

0.02

-

0.08

0.13

0.30

0.60

0.030 0.035

0.10

-

-

0.02

-

SWRCH 12A

0.10

0.15

0.30

0.60

0.030 0.035

0.10

-

-

0.02

-

SWRCH 18A

0.15

0.20

0.60

0.90

0.030 0.035

0.10

-

-

0.02

-

SWRCH 22A

0.18

0.23

0.70

1.00

0.030 0.035

0.10

-

-

0.02

-

SWRY 11

-

0.09

0.35

0.65

0.020 0.023

0.03

-

0.20

-

-

SWRY 21

0.10

0.15

0.35

0.65

0.020 0.023

0.03

-

0.20

-

-

Welding Electrodes

SCM 3

0.33

0.38

0.60

0.85

0.030 0.030

0.35

0.90 s/d 1.20

-

-

0.15 s/d 0.30

High Tensile Bolts, Studs

SCM 4

0.38

0.43

0.60

0.85

0.030 0.030

0.35

0.90 s/d 1.20

-

-

0.15 s/d 0.31

Medium-stressed

SCM 5

0.43

0.48

0.60

0.85

0.030 0.030

0.35

0.90 s/d 1.20

-

-

0.15 s/d 0.32

Components

SWRH 27

0.24

0.31

0.30

0.60

0.030 0.030

0.35

-

-

-

-

Concrete nail

SWRH 32

0.29

0.36

0.30

0.60

0.030 0.030

0.35

-

-

-

-

Concrete nail

SWRH 37

0.34

0.41

0.30

0.60

0.030 0.030

0.35

-

-

-

-

Wire for umbrella rib

SWRH 42A

0.39

0.46

0.30

0.60

0.030 0.030

0.35

-

-

-

-

Cycle spoke

SWRH 42B

0.39

0.46

0.60

0.90

0.030 0.030

0.35

-

-

-

-

Motorcycle spoke Crimping wire for springbed

Fasteners

Core Wire for Mild Steel

SWRH 52B

0.49

0.56

0.60

0.90

0.030 0.030

0.35

-

-

-

-

SWRH 62A

0.59

0.66

0.30

0.60

0.030 0.030

0.35

-

-

-

-

Spring

SWRH 62B

0.59

0.66

0.60

0.90

0.030 0.030

0.35

-

-

-

-

Wire rope

SWRH 67A

0.64

0.71

0.30

0.60

0.030 0.030

0.35

-

-

-

-

Tire bead wire

SWRH 67B

0.64

0.71

0.60

0.90

0.030 0.030

0.35

-

-

-

-

ACSR wire

WIRE MESH Mass & Sectional Properties

Minimum Elongation

10-22 = 16% 25-50 = 18%

6-13 = 94% 16-25 = 95% 29-50 = 96% 490

JIS G4105

SWRCH 8A SWRCH 10A

SNI 07-0663-1995

Master Steel CORE STRENGTH : high strength - high ductility Standard

JIS G3507

JIS G3503

Mechanical Properties Grade

JIS G3505

10-22 = 16% 25-50 = 18%

Bending ( 180o )

10-16 = 3d 19-25 = 4d 29-50 = 5d

10-13 = 3.5d 16-25 = 5d 29-50 = 6d

Chemical Composition Max Rebar : C = 0.33%, Si = 0.55% Mn = 1.56%, P = 0.043% S = 0.053% CEV = 0.55% Max Rebar : C = 0.35%, Si = 0.55% Mn = 1.56%, P = 0.043% S = 0.053% CEV = 0.55%

Main Wire Property

Cross Wire

Area

Mass

Diameter

Spacing

Diameter

Spacing

Main Wire

Cross Wire

Unit

Per Sheet

Per Roll

( mm )

( mm )

( mm )

( mm )

( mm/m )

( mm/m )

( kg/m2 )

( kg )

( kg )

M 12

12

150

12

150

754

754

11.84

139.06

-

M 10

10

150

10

150

524

524

8.22

96.55

-

M9

9

150

9

150

424

424

6.66

78.21

-

M8

8

150

8

150

335

335

5.26

61.79

-

M7

7

150

7

150

257

257

4.03

47.31

-

M6

6

150

6

150

188

188

2.96

34.76

347.58

M5

5

150

5

150

131

131

2.06

24.14

241.37

M4

4

150

4

150

084

084

1.32

15.45

154.48

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