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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 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.
| Specification | UIC54 | UIC60 | Others |
|---|---|---|---|
| Material Grade | QT500-7 | QT450-10 | QT400-15 / 115RE / 50kg / 60kg |
| Standard | GB 1348-88 | GB 1348-88 | GB 1348-89 |
| Tensile Strength | ≥500 Mpa | ≥450 Mpa | ≥400 Mpa |
| Yield Strength | ≥320 Mpa | ≥310 Mpa | ≥250 Mpa |
| Elongation (%) | ≥7 | ≥10 | ≥15 |
| Hardness (HB) | 170~230 | 160~210 | 130~180 |



The Rail shoulder is a semi-embedded part cast in concrete rail ties to fix the elastic rail clip to the base plate. Single Stem Iron Shoulders are used in pre-stressed concrete ties, while Twin Stem Iron Shoulders are used in Bi-Block or Twin Block concrete ties.
Used where the shoulder is welded on flat steel plates rather than standard tie plates. Produced via hot forging from low or medium carbon steel. These are particularly cost-effective for switch and crossing layouts where vertical rail geometry is employed.
| Material | C | Si | Mn | P | S |
|---|---|---|---|---|---|
| QT400-15 | 3.6-3.8 | 3.0-3.2 | ≤0.5 | ≤0.07 | ≤0.02 |
| QT450-10 | 3.4-3.9 | 2.7-3.0 | ≤0.5 | ≤0.07 | ≤0.03 |
| QT500-7 | 3.4-3.8 | 2.5-2.9 | ≤0.6 | ≤0.08 | ≤0.025 |






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