Dog Spike System

Dog Spike System

Dog spikes is functionally equivalent to a cut spike and is also square in horizontal section and of similar dimensions, but has a pointed penetrating end, and the rail head has two lugs on either side, giving the impression of a dog's head and aiding spike removal.
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Description
Technical Parameters

Rail Dog spike Fastening System

Carbon Steel Dog Spikes

The Railway Dog Spike is a forged steel fastening device characterized by its offset "dog-head" profile and square-shank geometry, representing the most historically fundamental method of securing rail to timber sleeper . Unlike elastic fasteners that accommodate movement through spring action, the dog spike functions as a rigid interference fastener-its tapered chisel point displaces wood fibers upon driving, creating a compression fit that relies entirely on timber's viscoelastic grip for holding power

Technical Specifications:

Feature Category Specification / Detail Functional Benefit
Shank Dimensions 16mm square, 5/8" square, 22mm round (AS1085.8) Standardized for global timber sleeper compatibility 
Material Grade Medium Carbon Steel (0.17-0.25% C, 0.90-1.35% Mn) 70ksi min tensile with 25% elongation for ductility 
Head Geometry Offset design with sloped underside (1:4-1:5 taper) Matches rail base slope for uniform load transfer 
Installation Method Impact driving (spike maul or mechanized driver) Creates compression fit through wood displacement 
Service Life 15-25 years depending on traffic and environment Sacrificial design protects timber sleeper asset 
Elastic Rail Clamp

Installation & Maintenance Perspective:

Interference Fit Mechanism: Relies on wood fiber displacement and elastic recovery around the tapered shank, creating frictional resistance without threads or spring elements .

Offset Head Engineering: The asymmetrical head profile provides a precisely angled bearing surface that matches the rail foot taper, distributing vertical loads across the spike head .

Torsional Preload Generation: The square shank's rotation during driving induces residual torque in the spike shank, creating lateral clamping force against the rail base .

 

Maintenance & Operational Perspective

 

  • Controlled Carbon Content: Modern specifications require 0.17-0.25% carbon with 0.90-1.35% manganese, balancing strength (70,000 psi min tensile) with ductility to prevent brittle fracture during driving .
  • Dual-Phase Microstructure: Engineered to achieve a ferritic-pearlitic structure that combines impact resistance for installation hammering with gradual work-hardening under service loads .
  • Sacrificial Corrosion Design: Intended to corrode preferentially to timber sleepers, with replaceable spike preserving the higher-value timber asset .
Carbon Steel Dog Spikes
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