Track Rail Screw Spike

Track Rail Screw Spike

The screw spike is also known as rail screw. As one kind of Rail spike, it is a metal screw for fixing rail fasteners. Screw spike is usually made of NO.3 steel. Because its nail rod surface has thread, so it is called screw spike. The pull-out resistance is 0.5 ~ 1.0 times larger than that of common rail spike, but the thrust resistance is 50% less. Due to disassembly and assembly inconvenience, it is difficult to adjust the rail gauge, which is generally used on the railway turnout.For meeting various needs of clients, we can offer coach screws, stud screw, railway sleeper screws and other coustom screw spike in railway.
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Description
Technical Parameters

Rail Screw Spike Fastening System

Railroad Screw Spike

The Railway Screw Spike is a helically threaded fastener manufactured from high-strength carbon or alloy steel, designed for securing rail anchor plates or directly fastening rail to timber, composite, or engineered wood sleepers through rotational insertion. Distinguished by its square or hexagonal drive head, continuous spiral thread extending to a tapered or blunt point, and precision-formed thread profile, this fastener converts torsional input into measurable axial preload that maintains consistent clamping force throughout its service life.

Technical Specifications:

 

Attribute Technical Detail Performance Indicator
Thread Formation Method Rolled (cold-formed) or cut Rolled threads: superior fatigue life
Head Configuration Square, hex, or round drive 5/8" – 1" across flats typical
Nominal Diameter Shank diameter 5/8" – 1" (16mm – 25mm)
Ultimate Tensile Strength Material capability 120 – 150 ksi (830 – 1035 MPa)
Corrosion Protection Coating or plating Hot-dip galvanized, mechanical galvanized, or Xylan
Elastic Rail Clamp

Installation & Maintenance Perspective:

 

  • Multi-Flank Load Sharing: The continuous thread engagement distributes applied tension across 8–12 individual thread flanks, reducing stress concentration at any single point and enabling higher total clamp force than driven fasteners of equivalent diameter.
  • Shear Plane Optimization: The fastener shank is positioned at the neutral axis of the sleeper section under vertical rail loads, minimizing combined tension-shear interaction that would accelerate fatigue in other fastening configurations.
  • Bending Moment Reduction: The threaded full-length engagement prevents the cantilever bending that affects driven spikes under lateral rail movement, confining fastener loading primarily to axial tension.

 

 

Maintenance & Operational Perspective

 

  • Torque-Audit Protocol: Random sampling during installation uses calibrated torque wrenches to verify that applied torque falls within specified limits, providing statistical assurance of proper tension across the installed population.
  • Turn-of-Nut Correlation: For critical applications, angular rotation from first contact to final position provides independent verification that proper preload has been achieved, complementing torque measurement.
  • Ultrasonic Length Measurement: Advanced quality programs utilize ultrasonic extensometers to directly measure fastener elongation during installation, establishing actual clamp force independent of torque-friction variables.
Rail Fastener Spring Screw Spikes
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