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
CERTIFICATIONS
SOME OF OUR VALUED COSTUMERS
PARAMOUNT LAND
