Vibration Reduction Fastener
Dedicated Fastening System
Various Parts and Components
Composite Protective Cover
Composite Evacuation Platform
Synthetic Sleeper
Rubber-Plastic Composite Rail Sleeper
Rail Damping Tuned Mass Damper for Vibration and Noise Reduction
Polyurethane Ballast Bed Isolation Mat
Polyurethane Under Sleeper Pad (USP)
Fastening Systems
As conventional rail sleepers, timber and concrete sleepers have certain limitations. Therefore, synthetic sleepers have been developed and applied. Our new synthetic sleeper composite is made of continuous glass fiber-reinforced polyurethane foam,a new type of synthetic sleeper product.
Our synthetic sleeper features low carbon and environmental protection, low rigidity, long service life, and high-cost performance. It is the best substitute for wood and concrete sleepers.
Various specifications of sleepers can meet the requirements of different working conditions.
It can be widely used in urban rail transit, ordinary railways, heavy haul railways, high-speed rail lines, depots, turnouts, bridges, and other sections.
Compared to traditional polyurethane synthetic sleepers, we have achieved a one-step molding process with a thickness of less than 260mm through formula optimization and technological innovation. This eliminates the need for multi-layer composite bonding, thus avoiding environmental pollution and the risk of cracking in the bonding process associated with multi-layer composites. This addresses low pull-out resistance in traditional synthetic sleepers, improving product performance and production efficiency.
Our sleeper can be machined into various shapes or sizes by site surveying, CAD designing, NC machining, and installation. The dangerous work will be more accurate and more convenient.
| Items | Technical Specifications | Items | Technical Specifications |
| Shear Strength | ≥ 7 MPa | Shear Strength In Adhesion | ≥ 7 MPa |
| Bending Strength | ≥70 MPa | Young’s Modulus Of Bending Elasticy | ≥ 6 GPa |
| Vertical Compression Strength | ≥40 MPa | Breakdown Voltage | ≥ 20 kV |
| Surface Resistivity | ≥1×10¹⁰ Ω | Water Absorption | ≤10 mg/cm² |
| Flame Retardant | HB Level | Finished Anti-bending Load | ≥170 kN |
| Track Spike Pull Strength | ≥15 kN | Screw Spike Pull Strength | ≥ 40 kN |
| Fatigue Properties | 10⁵ Times No Abnormalities | Apparent Density | 0.74±0.10 g/cm³ |
| Anti-Aging Properties (Fluorescence Irradiation 1,000h) | Bending Strength | ≥50 MPa | |
| Young’s Modulus Of Bending Elasticity | ≥4.2 GPa | ||
| Vertical Compression Strength | ≥30 MPa | ||
| Shear Strength In Adhesion | ≥5 MPa And Breakage Of Material | ||
| Referencing Jis E1203-2007, Applicable To Track Lines Laid On The Ground Such As Main Lines And Turnouts | |||
| Items | Technical Specifications | Items | Technical Specifications |
| Shear Strength | ≥12 MPa | Shear Strength In Adhesion | ≥12 MPa |
| Bending Strength | ≥140 MPa | Young’s Modulus Of Bending Elasticy | ≥9 GPa |
| Vertical Compression Strength | ≥80 MPa | Breakdown Voltage | ≥20 kV |
| Surface Resistivity | ≥1×10¹⁰ Ω | Water Absorption | ≤6 mg/cm² |
| Flame Retardant | HB Level | Finished Anti-bending Load | ≥300 kN |
| Track Spike Pull Strength | ≥15 kN | Screw Spike Pull Strength | ≥60 kN |
| Fatigue Properties | 2×10⁶ times no abnormalities | ||
| Anti-Aging Properties (Fluorescence Irradiation 1,000h) | Bending Strength | ≥110 MPa | |
| Young’s Modulus Of Bending Elasticity | ≥7 GPa | ||
| Vertical Compression Strength | ≥60 MPa | ||
| Shear Strength In Adhesion | ≥9 Mpa And Breakage Of Material | ||
| Applicable To Rail Tracks With Loads Exceeding 20 Tons Lines Laid On Bridges | |||