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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 rail shoulder, both of which are used for the fixing of elastic rail clips.
| Reference | Standard GB 1348-88 | Standard GB 1348-88 | Standard GB 1348-89 |
|---|---|---|---|
| Chemical Composition (%) | C:3.60-3.80 | Si:2.50-2.90 | P:≤0.08 | C:3.40-3.90 | Si:2.70-3.00 | P:≤0.07 | C:3.50-3.60 | Si:3.0-3.2 | P:≤0.07 |
| Tensile Strength | ≥500 Mpa | ≥450 Mpa | >400 Mpa |
| Yield Strength | ≥320 Mpa | ≥310 Mpa | ≥250 Mpa |
| Elongation (%) | ≥7 | ≥10 | ≥15 |
| Hardness | 170~230HB | 160-210HB | 130~180HB |
| Metallographic Org. | Ferrite + Pearlite | Graphite + Ferrite + Pearlite | Ferrite |
The Rail Shoulder is manufactured from high-grade materials such as QT500-7 and QT450-10, ensuring exceptional strength and durability. This makes it ideal for demanding railway applications, providing long-lasting performance even under heavy loads.
Available in both cast-in and weld-on versions, it can be used in a wide range of rail systems, including UIC54, UIC60, and various weight classes like 50kg and 60kg rails. This versatility allows it to meet diverse engineering needs.
The use of techniques such as hot forging for weld-on shoulders ensures precise engineering and robust construction. These methods enhance mechanical properties and ensure consistent quality and reliability.



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