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Rail shoulder is cast in the concrete rail ties to fix the elastic rail clips. There are two types of rail shoulders available, the cast-in shoulder and the weld-on shoulder, both of which are used for the fixing of elastic rail clips.
The casting shoulders as the embedded part of the rail way fastening system are pressed in concrete sleeper and work together with the E clip to fasten the rail. The cast in shoulder is made by casting from iron, such as, GB/T 1348-1988, NF EN 1563(1997), ISO1038, DIN 1693, JIS G5502 (2001), KS D 4302, GOST 7293(1985) or BS EN 1563(1997).
| Feature | Standard 1 | Standard 2 | Standard 3 |
|---|---|---|---|
| Application | UIC54 | UIC60 | 115RE, 50kg, 60kg, BS80lbs, BS100lbs |
| Material Name | QT500-7 | QT450-10 | QT400-15 |
| Standard | GB 1348-88 | GB 1348-88 | GB 1348-89 |
| Tensile Strength | ≥500 Mpa | ≥450 Mpa | ≥400 Mpa |
| Hardness | 170~230HB | 160~210HB | 130~180HB |



The casting shoulders as the embedded part of the rail way fastening system are pressed in concrete sleeper and work together with the E clip to fasten the rail. These are available as Single Stem Iron Shoulders for pre-stressed concrete ties and Twin Stem Iron Shoulders for Bi-Block or Twin Block concrete ties.
| Material | Tensile Strength(Mpa) | Yield Strength(Mpa) | Elongation(%) |
|---|---|---|---|
| QT400-15(GGG40) | 400 | 250 | 15 |
| QT450-10(GGG45) | 450 | 310 | 10 |
| QT500-7 (GGG50) | 500 | 320 | 7 |
| Material | C | Si | Mn | P | S |
|---|---|---|---|---|---|
| QT400-15 | 3.6-.36 | 3.0-3.2 | 0.5 | 0.07 | 0.02 |
| Qt450-10 | 3.4-3.9 | 3.7-3.0 | 0.5 | 0.07 | 0.03 |
| QT500-7 | 3.4-3.8 | 2.5-2.9 | 0.6 | 0.08 | 0.025 |
The weld-on shoulder is used at the typical position of rail where the rail shoulder is welded on flat steel plates rather than the standard tie plate. Manufactured via hot forging and following AREA standards, these can be produced using low or medium carbon steel based on specific requirements.
They are particularly effective for longer steel sleeper sections or bearers, especially in switch and crossing layouts where vertical rail geometry is employed, offering a cost-effective fabrication solution.









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