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Nominal Size DN | Minimum tensile strength, Rm Mpa | Minimum 0.2% proof stress, Rp0.2 Mpa | Minimum elongation after fracture,A % | Hardness HB | ||||
80-1000 | ≥420 | ≥300 | ≥10 | ≤230 | ||||
1100-2600 | ≥7 | |||||||
Note: 1. By agreement between manufacture and purchaser, the 0.2% proof stress (Rp0.2) may be measured. It shall be not less than: · 270 MPa when A≥12% for DN 40 to DN 1000 or A≥10% for DN >1000; · 300 MPa in other cases. 2. DN 40 to DN 1000, the minimum elongation after fracture shall be 7% for thickness classes over K12. | ||||||||
Nominal Size(DN) | Hydrostatic works test pressure (bar) |
80-300 | 50 |
350-600 | 40 |
700-1000 | 32 |
1200-2000 | 25 |
2200-2600 | 18 |
DN | Nominal value | Tolerance 1) | Maximum crack width and radial displacement | |||
80-300 | 4 | -1.5 | 0.4 | |||
350-600 | 5 | -2 | 0.5 | |||
700-1200 | 6 | -2.5 | 0.6 | |||
1400-2000 | 9 | -3 | 0.8 | |||
1)A negative tolerance only is given. Note: Pipe end may have a chamfer of maximum length 50 mm. | ||||||
External coatings | Internal coating(linings) | Coating of the joint area |
- Metallic zinc with finishing layer, in accordance with ISO 8179-1; - Zinc rich paint with finishing layer, in accordance with ISO 8179-2; - Epoxy coating, in accordance with EN 14901; - Polyethylene sleeve, in accordance with ISO 8180; - Alloy of zinc and aluminum with or without other metals, having a minimum mass of 400 g/m2, with finishing layer; - Extruded polyethylene coating in accordance with EN 14628; - Polyurethane coating in accordance with EN 15189; - Cement mortar coating in accordance with EN 15542; - Adhesive tape; | - Portland/Blast furnace slag/Sulphate/ High Aluminum Cement Mortar, in accordance with ISO 4179; - Cement mortar lining with seal coat, in accordance with ISO 16132; - Epoxy coating, in accordance with EN 14901; - Polyurethane lining in accordance with EN 15655; | - Epoxy coating; - Polyurethane coating. |









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