| 1. |
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Galvanized Product - Galvined Wire
SPECIFICATION :
I. LOW CARBON LIGHT COATING (LLC)
JIS G3547 - SWMG S-2
II. LOW CARBON HEAVY COATING
JIS G3547 - SWMG S-5
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| 2. |
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Bangunan Pabrik Kelapa Sawit (Crude Palm OIL)
SPECIFICATION :
- IWF & H-Beam SS400 (JIS G3101)
- Angle Section SS400 (JIS G3101)
- Plate SS400 (JIS G3101)
- Bracing SR24 (JIS G3112)
- Purlin SPHC (JIS G3131)
- Sagrod SR 24 (JIS G3112)
- Secondary Bolt & Nuts H4.6 (JIS B1051)
- Welding Electrode Grade E7018 (AWS D 1.1)
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| 3. |
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Industrial Building (Bangunan Industri)
SPECIFICATION :
- IWF & H-Beam SS400 (JIS G3101)
- Angle Section SS400 (JIS G3101)
- Plate SS400 (JIS G3101)
- Bracing SR 24 (JIS G3112)
- Purlin SPHC ((JIS G3131)
- Sagrod SR 24 (JIS G3112)
- Anchor Bolt SR24 (JIS G3112)
- Primary Bolt & Nuts H 8.8 ((JIS B1181)
- Secondary Bolt & Nuts H 4.6 (JIS G1051)
- Welding Electrode Grade E7018 (AWS D1.1)
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| 4. |
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Commercial Building (Bangunan Komercial)
SPECIFICATION :
- IWF & H-Beam SS400 (JIS G3101)
- Angle Section SS400 (JIS G3101)
- Plate SS400 (JIS G3101)
- Anchor Bolt SR24 (JIS G3112)
- Primary Bolt & Nuts H 8.8 ((JIS B1181)
- Secondary Bolt & Nuts H 4.6 (JIS G1051)
- Welding Electrode Grade E7018 (AWS D1.1)
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| 5. |
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Heavy Industries - Power Plant (Pembangkit Listrik)
SPECIFICATION :
- IWF & H-Beam SS490 (JIS G3106)
- Angle Section SS400 (JIS G3101)
- Plate SS490 (JIS G3106)
- Plate SS400 (JIS G3101)
- Purlin SPHC ((JIS G3131)
- Bolt, Nuts & Washer F 10.T ((JIS B1186)
- Anchor Bolt SR 24(JIS G3112)
- Welding Electrode Grade E7018 (AWS D1.1)
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| 6. |
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Steel Structures for Residential & Housing
Structure Baja untuk Tempat Tinggal / Perumahan
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| 7. |
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Steel Tower Monumental
"MONUMEN MENARA"
Bebarapa Fungsi dari Tower / Menara antara lain :
- Sebagai simbol / wujud daerah tersebut
- Sebagai salah satu tempat pariwisata
- Sebagai Monumen untuk mengenang suatu peristiwa yang pernah terjadi di tempat / daerah tersebut
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| 8. |
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Steel Tower Transmission
TOWER TRANSMISI UDARA TEGANGAN TINGGI (SUTET) 150 SAMPAI 500KV
SPECIFICATION :
1. Angle Section SS400, SS540 (JIS 3101)
2. Plate SS400, SS540 (JIS 3101)
3. Bolt, Nuts & Washer H.4.6, Grade 8.8 (JIS B1181)
4. Hot Dip Galvanize ISO 1461 (International Standard)
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| 9. |
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Steel Substation Tower (Gantry Tower)
TOWER SUBSTATION (TOWER GANTRY)
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| 10. |
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Steel Tower Billboard
SPECIFICATION :
- Angle Section SS400 (JIS 3101)
- Anchor Bolt SR 24 (JIS 3112)
- Plate SS400 (JIS 3101)
- Round Bar SR24 (JIS 3112)
- Pipe ASTM A-252 GR.2 (Free Standing Coloum)
- Pipe STK 400 (JIS 3445) / Medium
- Bolt, Nuts GR. 8.8 (JIS B1181)
- Welding Electrode Grade E6013 Or E7018 (AWS D1.1)
- Galvanize ISO 1461 (International Standard)
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| 11. |
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Steel Tower Telekomunikasi
A. STANDARD TOWER SATELINDO :
Medium Type ;
- Green Field Site : Tower 30, 45, 55 Meter
- Roof Top Site : Tower 15, 20, 25 Meter
B. STANDARD TOWER TELKOMSEL :
- Tower 70, 80, 90, 100 Meter
C. STANDARD TOWER KAKI TIGA (THREE LEGGED BTS) :
- Tower 55, 65, 70 Meter
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| 12. |
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Truss Bridge Component (Komponen Jembatan Rangka)
- Welde Beam (Gelagar), Standar JIS G3106 SM490YA
- Roundbar, Standar JIS G3112 SR 24 atau
Deformbar, Standar JIS G3112 SD 40
- Bridge Deck, Standard SPCC
- Angle, Standar G3101 SS400
- Anchor Bolt, Standard JIS G3112 SR 24
- Bolt and Nuts (Galvanized)
- Galvanized
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| 13. |
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Jembatan Standar Rangka (Standard Truss Bridging)
Standard Truss Bridging is Between 40 to 60m Span with bolt conection
Advantage :
- Unit Weight /Component 2 ton for 9,4 m
- Variant in span is many
- Pre - chambered in Fabrication
ERECTION :
- Cantilever Method
- Scaffolding Method
- Semi Cantilever Method
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| 14. |
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Jembatan Standar Girder (Standard Girder Bridging)
- Standard Girder Bridging is Between 10 to 40m span with bolt connection
ADVANTAGE :
- Unit Weight / Component 2 ton
- Variant In Span is many
- Pre-chambered in Fabrication
ERECTION :
- Launching Method
- Crane
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| 15. |
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Jembatan Semi Permanent Rangka (Semi Permanent Bridging)
Semi Permanent Bridging Is Between 40 to 60m Span with Bolt Connection
ADVANTAGE :
- Unit Weight / Component 2 ton
- Variant In Span is many
- Pre-chambered in Fabrication
ERECTION :
- Cantilever Method
- Scaffolding Method
- Semi Cantilever Method
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| 16. |
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Jembatan Span Panjang Rangka (Long Span Truss Bridging)
Long Span Truss Bridging is Between 80 to 105m Span with Bolt Connection
ADVANTAGE :
- Unit Weight / Component 2 Ton for 9,4m
- Variant in Span is many
- Pre- Chambered in Fabrication
ERECTION :
- Cantilever Method
- Scaffolding Methode (Perancah)
- Semi Cantilever Method
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| 17. |
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Arch Bridge A.250m (Jembatan Pelengkung A.250m)
Jembatan Pelengkung Bentang A.250 Meter
SPECIFICATION :
- Bridge Management System code with Rev-SNI 2005 BM 100
- Hot Rolled Profile SS400 (JIS G3101)
- Welded Beam SM490 YA (JIS G3106)
- Plate SM490 YA (JIS G3106)
- Plate SS400 (JIS G3101)
- Angle SS400 (JIS G3101)
- Hot Rolled Profile SS400 (JIS G3101)
- Anchor Bolt SR24 (JIS G3112)
- Shear Connector SD40 (JIS G3112)
- Pipe STK290 (JIS G3444)
- Spiral Pipe ASTM A252 GR. 2
- Primary Bolt & Nuts Grade S10.T
- Secondary Bolt & Nuts Grade S10.T
- Bridge Deck SPCC
- Round Bar SR24 (JIS G3112)
- Deform Bar SD40 (JIS G3112)
- Pot Bearing
- Hanger
- Welding Electrode SMAW Process AWS D1.1 Grade E7018 or Equivalent
- Welding Electrode SAW Process AWS A5.17 Grade F744 EL12
- Galvanize AS/NZS 4680 : 1999/ ASTM A123/ISO 1461
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| 18. |
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Arch Bridge Pipe
PIPA JEMBATAN
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| 19. |
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Steel Structures Pipe - Struktur Baja dari Pipa
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| 20. |
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Steel Racking and Storage
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| 21. |
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Hot Dip Galvanizing (Celup Panas)
SPECIFICATION :
I. ZINC BATCH / BAK ZINC ;
- Length / Panjang = 14.5 Meters
- Width / Lebar = 1.8 Meters
- Depth / Kedalaman = 2.6 Meters
- Capacities / Kapasitas = 42.000 Ton Per Annum
II. CRANE FACILITIES / KAPASITAS CRANE :
- 9 Overhead Crane Capacities 10 Tonnes / 9 Overhead Crane Kapasitas 10 Ton
- 1 Gantry Crane Capacities 5 Tonnes / 1 Gantry Crane Kapasitas 5 Ton
III. STANDARISASI KETEBALAN ISO 1461 (INTERNATIONAL STANDARD)
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