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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 railway fastening system are pressed in concrete sleepers and work together with the E clip to fasten the rail. The cast-in shoulder is manufactured using iron casting processes adhering to international standards such as GB/T 1348-1988, NF EN 1563, ISO1038, DIN 1693, JIS G5502, KS D 4302, GOST 7293, and BS EN 1563.
| Application | Name (Grade) | Standard | Chemical Composition (%) |
|---|---|---|---|
| UIC54, UIC60, 115RE, 50kg, 60kg, BS80lbs, BS100lbs | QT500-7 / QT450-10 / QT400-15 | GB 1348-88 / GB 1348-89 | C: 3.40-3.90, Si: 2.50-3.2, Mn: ≤0.5, P: ≤0.08, S: ≤0.03 |
Cast-in Shoulder: Semi-embedded part cast in concrete rail ties. Available in Single Stem (for pre-stressed concrete ties) and Twin Stem (for Bi-Block or Twin Block ties).
Weld-on Shoulder: Used where the shoulder is welded onto flat steel plates rather than standard tie plates. Fabricated via hot forging according to AREA standards.
| Material | Tensile Strength (Mpa) | Yield Strength (Mpa) | Elongation (%) | Hardness |
|---|---|---|---|---|
| QT400-15 (GGG40) | ≥400 | ≥250 | ≥15 | 130~180HB |
| QT450-10 (GGG45) | ≥450 | ≥310 | ≥10 | 160~210HB |
| QT500-7 (GGG50) | ≥500 | ≥320 | ≥7 | 170~230HB |









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