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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.
| 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 | 3.00-3.20 | ≤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 | 0.6 | ≤0.08 | ≤0.025 |
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:
The weld-on shoulder is used at specific positions of the rail where it is welded onto a flat steel plate rather than a standard tie plate. These are produced using hot forging methods and fabricated according to AREA standards. The material used is typically low or medium carbon steel.
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