
ERW Steel Tube
ERW Steel Tube adalah jenis tabung baja yang dibuat menggunakan metode Electric Resistance Welding (ERW). Proses ini melibatkan pengelasan baja dengan pemanasan menggunakan arus listrik sehingga menghasilkan sambungan las yang kuat dan tahan lama.
Fungsi dari ERW Steel Tube adalah sebagai saluran untuk mengalirkan berbagai jenis fluida, seperti gas dan cairan, dalam berbagai aplikasi industri dan konstruksi. Tabung baja ini juga digunakan sebagai komponen struktural dalam berbagai proyek konstruksi, seperti tiang penyangga, rel, dan kerangka bangunan.
Specification
| Out Diameter | 1/8 inch to 24 inch |
| Wall Thickness | max 26.5mm |
| Length | 3.0m-18m |
Standard: API 5L, ASTM A53 B, ASTM A178, ASTM A500/501, ASTM A691, ASTM A252, ASTM A672, EN 10217
| Small diameter | |||||||
| Out diameter | Sch 5 | Sch 10 | Sch 40 | ||||
| Inch | mm | Thickness | Kg/mtr | Thickness | Kg/mtr | Thickness | Kg/mtr |
| 1/2″ | 21.3 | 1.65 | 0.81 | 2.11 | 1.01 | 2.77 | 1.29 |
| 3/4″ | 26.7 | 1.65 | 1.03 | 2.11 | 1.30 | 2.87 | 1.71 |
| 1″ | 33.4 | 1.65 | 1.31 | 2.77 | 2.12 | 3.38 | 2.54 |
| 1 1/4″ | 42.2 | 1.65 | 1.93 | 2.77 | 3.15 | 3.68 | 4.11 |
| 1 1/2″ | 48.3 | 1.65 | 1.93 | 2.77 | 3.15 | 3.68 | 4.11 |
| 2″ | 60.3 | 1.65 | 2.42 | 2.77 | 3.98 | 4.81 | 5.31 |
| 3″ | 88.9 | 2.11 | 4.58 | 3.05 | 6.54 | 5.49 | 11.45 |
| 3 1/2″ | 101.6 | 2.11 | 5.25 | 3.05 | 7.52 | 5.74 | 13.77 |
| 4″ | 114.3 | 2.11 | 5.25 | 3.05 | 7.52 | 5.74 | 13.77 |
| 5″ | 141.3 | 2.77 | 9.50 | 3.40 | 11.74 | 6.55 | 22.10 |
| 6″ | 168.3 | 2.77 | 11.47 | 3.40 | 14.04 | 7.11 | 28.68 |
| 8″ | 219.1 | 2.77 | 14.99 | 3.76 | 20.25 | 8.18 | 43.16 |
| Large diameter | |||||||||||||||||||
| OD | WT | ||||||||||||||||||
| Inch | mm | 8 5/8″ | 219.1 mm | 10 3/4″ | 273.1 mm | 12 3/4″ | 325.0 mm | 14″ | 355.6 mm | 16″ | 406.4 mm | 18″ | 457.7 mm | 20″ | 508.0 mm | 24″ | 610 mm | 24 4/5″ | 630.0 mm |
| 0.157 | 4.0 | —- | — | ||||||||||||||||
| 0.197 | 5.0 | — | — | — | — | — | — | — | — | ||||||||||
| 0.236 | 6.0 | — | — | — | — | — | — | — | — | — | — | — | — | ||||||
| 0.276 | 7.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | ||||
| 0.315 | 8.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | ||
| 0.354 | 9.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | ||
| 0.394 | 10.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — |
| 0.133 | 11.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — |
| 0.492 | 12.5 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — |
| 0.551 | 14.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | ||||
| 0.630 | 16.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | ||||
| 0.689 | 17.5 | — | — | — | — | — | — | — | — | — | — | ||||||||
| 0.748 | 19.0 | — | — | — | — | — | — | — | — | ||||||||||
| 0.787 | 20.0 | — | — | — | — | — | — | ||||||||||||
