Rail Screw Spike For Light Rail Fixing

Rail Screw Spike For Light Rail Fixing

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

New Condition Screw Spike

The Railway Screw Spike (also known as rail screw or tirefond) is a threaded steel fastener engineered to secure rails to wooden sleepers or concrete sleeper inserts through helical thread engagement, providing superior pull-out resistance compared to non-threaded alternatives . Manufactured from low-carbon steels including SAE1015 and medium-carbon grades 35#, 45#, and 40Mn2, with property classes ranging from 4.6 to 8.8, these spikes achieve tensile strength of 400–800 MPa depending on specification .

Technical Specifications:

Standard Scope Material Requirements Key Tests Application
ASTM A66-21  Steel screw spikes for rails, tie plates, ties Electric-furnace or basic-oxygen steel; hot or cold-formed heads/threads Tension and bend tests North American railroads
UIC864-1 Series  Ss5, Ss8, Ss25, Ss36 types Q235, 35#, 45#, 40Mn2, 20MnSi Dimensional and mechanical verification European mainline applications
AS 1085.18-2003  Screw spikes and threaded inserts Steel screw spikes for timber or concrete inserts Timber pull-out tests; torque tests; lateral load tests Australian railways
NBR 8497  Brazilian standard for screw spikes SAE1015 carbon steel Chemical, microstructural, tensile, hardness Brazilian railroads
Elastic Rail Clamp

Installation & Maintenance Perspective:

  • Research on Brazilian railways reveals screw spikes frequently fail in the 2nd thread region due to stress concentration under increased axle loads
  • Computational simulation confirms that thread geometry creates high stress concentrations; modifications to thread profile can improve service life without changing steel composition
  • Failures occur in two primary situations: overload during installation, or in-service fatigue after millions of loading cycles-the latter being most recurrent and serious

 

 

Maintenance & Operational Perspective

  • Pull-out resistance: 0.5–1.0 times higher than common rail spikes, but thrust (lateral) resistance is 50% lower-a fundamental trade-off requiring careful application selection
  • Recommended for medium to heavy-load lines, frequently used industrial tracks, and turnouts where higher pull-out forces are required
  • Due to disassembly inconvenience and difficulty adjusting rail gauge, screw spikes are generally used on railway turnouts rather than continuous mainline track
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