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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, following international standards such as GB/T 1348-1988, NF EN 1563, ISO1038, DIN 1693, JIS G5502, KS D 4302, GOST 7293, or BS EN 1563.
| Application | Material (Grade) | Standard | Compatibility |
|---|---|---|---|
| UIC54 | QT500-7 | GB 1348-88 | 115RE, 50kg rail, 60kg rail |
| UIC60 | QT450-10 | GB 1348-88 | BS80lbs, BS100lbs, etc. |
| Heavy Haul | QT400-15 | GB 1348-89 | Custom Rail Profiles |



The Rail shoulder is a semi-embedded part cast in the concrete rail ties to fix the elastic rail clip to the base plate. There are two common types available:
| 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 | 3.50-3.60 | 3.0-3.2 | ≤0.5 | ≤0.07 | ≤0.02 |
| QT450-10 | 3.40-3.90 | 2.70-3.00 | 0.2-0.5 | ≤0.07 | ≤0.03 |
| QT500-7 | 3.60-3.80 | 2.50-2.90 | 0.3-0.6 | ≤0.08 | ≤0.025 |
The weld-on shoulder is produced via hot forging using low or medium carbon steel. These are particularly useful for switch and crossing layouts where vertical rail geometry is employed. Their ability to be welded in specific positions as dictated by layout designs makes them a cost-effective solution for custom rail fabrications.






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