High Reputation Sewer Pipes - Cold Formed Pipes, EN10219 S235JRH, S235J0H, S355JRH, S355J0H – Spiral
High Reputation Sewer Pipes - Cold Formed Pipes, EN10219 S235JRH, S235J0H, S355JRH, S355J0H – Spiral Detail:
Mechanical Property
|
steel grade |
minimum yield strength |
Tensile strength |
Minimum elongation |
Minimum impact energy |
||||
|
Specified thickness |
Specified thickness |
Specified thickness |
at test temperature of |
|||||
|
＜16 |
＞16≤40 |
＜3 |
≥3≤40 |
≤40 |
-20℃ |
0℃ |
20℃ |
|
| S235JRH |
235 |
225 |
360-510 |
360-510 |
24 |
- |
- |
27 |
| S275J0H |
275 |
265 |
430-580 |
410-560 |
20 |
- |
27 |
- |
| S275J2H |
27 |
- |
- |
|||||
| S355J0H |
365 |
345 |
510-680 |
470-630 |
20 |
- |
27 |
- |
| S355J2H |
27 |
- |
- |
|||||
| S355K2H |
40 |
- |
- |
|||||
Chemical Composition
|
Steel grade |
Type of de-oxidation a |
% by mass, maximum |
||||||
|
Steel name |
Steel number |
C |
C |
Si |
Mn |
P |
S |
Nb |
|
S235JRH |
1.0039 |
FF |
0,17 |
— |
1,40 |
0,040 |
0,040 |
0.009 |
|
S275J0H |
1.0149 |
FF |
0,20 |
— |
1,50 |
0,035 |
0,035 |
0,009 |
|
S275J2H |
1.0138 |
FF |
0,20 |
— |
1,50 |
0,030 |
0,030 |
— |
|
S355J0H |
1.0547 |
FF |
0,22 |
0,55 |
1,60 |
0,035 |
0,035 |
0,009 |
|
S355J2H |
1.0576 |
FF |
0,22 |
0,55 |
1,60 |
0,030 |
0,030 |
— |
|
S355K2H |
1.0512 |
FF |
0,22 |
0,55 |
1,60 |
0,030 |
0,030 |
— |
|
a. The deoxidation method is designated as follows: FF: Fully killed steel containing nitrogen binding elements in amounts sufficient to bind available nitrogen (e.g. min. 0,020 % total Al or 0,015 % soluble Al). b. The maximum value for nitrogen does not apply if the chemical composition shows a minimum total Al content of 0,020 % with a minimum Al/N ratio of 2:1, or if sufficient other N-binding elements are present. The N-binding elements shall be recorded in the Inspection Document. |
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Hydrostatic Test
Each length of pipe shall be tested by the manufacturer to a hydrostatic pressure that will produce in the pipe wall a stress of not less than 60% of the specified minimum yield strength at room temperature. The pressure shall be determined by the following equation:
P=2St/D
Permissible Variations In Weights and Dimensions
Each length of pipe shall be weighed separately and its weight shall not vary more than 10% over or 5.5% under its theoretical weight, calculated using its length and its weight per unit length
The outside diameter shall not vary more than ±1% from the specified nominal outside diameter
Wall thickness at any point shall not more than 12.5% under the specified wall thickness
Product detail pictures:
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