Configuration Table and Description of Fastener Components for Individual Node
| No. | Item | Specification | Quantity/Pcs | Material | Description |
| 1 | Tension Clamp | W5 | 2 | 60Si2Mn | Clamping Force:≥ 10kN。 |
| 2 | Nut | M24 | 2 | Q235-A | GB/T 41-2016 |
| 3 | Flat Washer | – | 2 | Q235-A | TB/T 1495-2020 |
| 4 | T Bolt | T3 | 2 | Q235-A | When fastening the elastic clip, lubricating oil must be applied to the threaded part; lubricating oil may also be applied to the nut. |
| 5 | Rail Gauge Baffle | WJ12 | 2 | QT 450-10 | ①Mechanical Properties Tensile StrengthRm:≥ 450MPa, Elongation after Fracture A:≥ 10%; ②Tensile Performance:Cast Shoulder shall sustain no damage after being subjected to a 100 kN tensile test. |
| 6 | Cast Shoulder | WJ12 | 2 | QT 450-10 | |
| 7 | Rail Gauge Insulator | WJ12 | 2 | PA66+30%GF | ①Water Drainage Rate:≥ 0.5%; ②Plastic Rockwell Hardness:≥ 105HRR ③Shear Resistance:No rupture after applying 4.5 kN shear force to both ears; ④Impact Toughness: No rupture after 6 impact tests; ⑤Internal Voids: No bubbles or voids allowed. |
| 8 | Rail Pad | WJ12 | 1 | EVA | ①shore D:32~50; ②Tensile Strength:≥ 10MPa。 |
| 9 | Rail Tie Plate | WJ12 | 1 | Q235-A | Mechanical Properties Tensile Strength Rm:≥ 370MPa, Yield Strength ReH:≥ 235MPa, Elongation A:≥ 26%。 |
| 10 | Resilient Tie Plate | WJ12 | 1 | TPEE/TPU | ①Static Stiffness:50±10kN/㎜; ②Dynamic and Static Stiffness Ratio:≤ 2.0 ③The static stiffness can also be engineered to meet specific line requirements. |
| 11 | Height Adjustment Pad for the Rail Gauge Baffle | WJ12 | – | HDPE | |
| 12 | Standard Height Adjustment Pad | WJ12 | 1 | HDPE |
Indicators of WJ-12 Fastening System
| Execution Standards | China | Q/CR 479-2015 | WJ-12 Fastening System for 30-ton Axle Load Heavy-haul Railways | |||||||
| Other Countries | EN 13481-2 E类 | Railway applications – Rail -Performance Indicators of fastening system concrete sleepers fastening system | ||||||||
| No. | Items | Performance Indicators | ||||||||
| China | Test Method | Other Countries | Test Method | |||||||
| 1 | Maximum axle load | 30t | 35t | |||||||
| 2 | Minimum curve radius | R400m | R150m | |||||||
| 3 | Speed | ≤120km/h | ≤ 120km/h | |||||||
| 4 | Longitudinal rail resistance | ≥ 10kN | TB/T 3396.1-2015 | ≥ 9kN | EN 13146-1 | |||||
| 5 | System clamping force | ≥ 20kN | TB/T 3396.2-2015 | ≥ 20kN | EN 13146-7 | |||||
| 6 | System Fatigue Performance | Dual rail gauge | ≤ 6㎜ | TB/T 3396.4-2015 | / | ≤ 6㎜ | EN 13146-4 | / | ||
| Resistance change rate | ≤ 20% | TB/T 3396.1-2015 | ≤ 20% | EN 13146-1 | ||||||
| Vertical stiffness | ≤ 25% | TB/T 3396.3-2015 | ≤ 25% | EN 13146-9 | ||||||
| Clamping force change rate | ≤ 20% | TB/T 3396.2-2015 | ≤ 20% | EN 13146-7 | ||||||
| 7 | Electrical resistance | ≥ 5kΩ | TB/T 3396.5-2015 | ≥ 5kΩ | EN 13146-5 | |||||
| 8 | Effect of exposure to severe environmental conditions | Smooth disassembly | TB/T 3396.6-2015 | Smooth disassembly | EN 13146-6 | |||||
| 9 | Proof load test for pull-out resistance | ≥ 60kN | TB/T 3396.7-2015 | ≥ 60kN | EN 13146-10 | |||||
| 10 | Gauge adjustment range | -12~+8㎜ | ||||||||
| 11 | Level adjustment range | -4~+16㎜ | ||||||||
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