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Technical Library · Installation & Torque

Anti-loosening Methods for Wind Turbine Bolts — Wedge-lock, Adhesives & More

Published 2026-06 Read time ~5 min Keyword anti-loosening wind turbine bolts wedge lock washers
RELATED
Why Tower Bolts Loosen How Often to Re-torque Signs of Bolt Loosening
§ 01
Method Overview
§ 02
Wedge-lock Washers
§ 03
Prevailing Torque Nuts
§ 04
Thread-locking
§ 05
Selection Guide

Anti-loosening devices do not replace correct preload — they prevent a correctly preloaded bolt from losing clamp force under vibration and cyclic loading. Choosing the wrong method for wind turbine service conditions (temperature range, disassembly requirement, bolt size) can create more problems than it solves.

§ 01  Categories of Anti-loosening Methods

Anti-loosening systems fall into three categories based on their working principle:

  • Friction-based — increase the torque required to rotate the nut by creating additional friction in the thread engagement (prevailing torque nuts, spring washers). Effective against vibration-induced rotation but not against preload loss from embedment relaxation.
  • Geometry-based — use cam surfaces or wedge profiles to convert axial load into increased radial friction under transverse movement (wedge-lock washers, eccentric-hole washers). Highly effective against the Junker (transverse vibration) loosening mechanism dominant in wind turbines.
  • Chemical/adhesive — thread-locking compounds (anaerobic acrylates) or structural adhesive fill the thread gap and cure to a solid, preventing relative rotation. Effective for permanent or semi-permanent joints but require controlled application and specified cure time.

Spring washers (split ring, Grower washers) are not suitable for structural wind turbine joints. They work by maintaining spring force after partial preload loss — but at the low deflection rates of a high-strength bolt, they provide negligible force compared to the bolt preload and give a false sense of security. EN 1090-2 and most OEM specifications explicitly prohibit spring washers in preloaded connections.

§ 02  Wedge-lock Washers (Nord-Lock and Equivalents)

Wedge-lock washers work in pairs. Each washer has radial cams on the mating face (cam angle greater than thread pitch) and radial serrations on the bearing face that bite into the joint surface. When the nut tries to rotate, the cam faces force the washer pair to expand axially — increasing bolt tension rather than decreasing it. The nut cannot back off without first lifting against this increased tension.

This mechanism directly counteracts the Junker transverse vibration mechanism and is why wedge-lock washers are specified for blade root and nacelle connections in many OEM maintenance manuals. Key selection parameters:

  • Cam angle must exceed the thread helix angle — standard Nord-Lock washers are designed for ISO metric threads; confirm compatibility when using for non-standard pitch bolts.
  • Serration material must be harder than the bearing surface — standard carbon steel washers are not suitable for use against austenitic stainless flanges (will gall).
  • Washer stack height adds 3–6 mm per pair to the joint; verify grip length is adequate.
  • The washer pair must be replaced after each disassembly — the serrations embed into the surface on first torquing; re-use degrades the locking function.
EN 14399 compatibility: Wedge-lock washers are not part of the EN 14399 bolt assembly system. If your project specification requires CE-marked EN 14399 assemblies, check whether your structural engineer's design calculation allows supplementary washers — some do, some do not. Adding washers changes the effective grip length and thus the preload calculation.

§ 03  Prevailing Torque Nuts

Prevailing torque nuts use a deformed or polymer-insert thread section to create friction that resists nut rotation in both directions. Common types:

Type Mechanism Max Temp. Re-use? Wind Application
Nylon insert (ISO 7042 / DIN 985) Polymer insert deforms on thread 120 °C No Light secondary hardware only
All-metal (ISO 7042 distorted thread) Deformed thread flank grips bolt 300 °C+ Limited (3×) Nacelle internals, nacelle cover
Flange nut (serrated bearing face) Serrations bite into surface No Sheet metal and access panels

Prevailing torque nuts are not appropriate for main structural joints (tower flanges, foundation anchor bolts) because the prevailing torque adds uncertainty to the torque-preload relationship — you cannot accurately achieve a target preload using a torque wrench when the nut has built-in resistance.

§ 04  Thread-locking Compounds

Anaerobic thread-locking adhesives (Loctite 243, 270, and equivalents) cure in the absence of oxygen within threaded gaps and provide chemical locking. They also seal threads against corrosion ingress, which is valuable for external fasteners in corrosive environments.

For wind turbine structural bolts, the key considerations are:

  • Temperature rating — standard medium-strength grades (Loctite 243) are rated to 150 °C; nacelle environments rarely exceed 80 °C, so this is adequate.
  • Disassembly — medium-strength grades can be broken free with hand tools; high-strength grades (Loctite 270) require heat (250 °C) for removal. Only use high-strength grades where disassembly is never required.
  • Surface preparation — zinc-flake coated bolts reduce adhesive cure rate significantly. Apply activator primer (Loctite 7649) to zinc-flake surfaces and allow adequate cure time (24 hours minimum at 20 °C) before torquing.
  • Coverage — apply to the bolt thread, not the nut. Apply to 50% of the threaded engagement length.

§ 05  Selection Guide by Connection Type

Connection Recommended Method Avoid
Tower section flanges (M30–M52) Correct preload + witness marks + re-torque schedule Spring washers, polymer-insert nuts
Blade root bolts Wedge-lock washers (OEM-approved) + preload Thread-locking (disassembly needed)
Nacelle cover / access panels Prevailing torque nut (all-metal) or medium-strength thread-lock Spring washers (structural intent)
Secondary hardware (<M12) Nylon-insert nut or medium-strength thread-lock
Foundation anchor bolts Correct preload; double-nut systems where specified Chemical adhesives in wet/grout environment

For connections with confirmed recurring loosening that standard re-torque schedules have not resolved, the correct response is an engineering review of the joint design (flange gap, stiffness, load case) — not escalating to more aggressive anti-loosening devices without understanding the root cause. See Why Tower Bolts Keep Loosening for the mechanics behind systematic loosening patterns.

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[1]VDI 2230:2015 Systematic Calculation of Bolted Joints [2]EN 1090-2:2018 §8.5.4 — Prevention of loosening [3]Junker, G. (1969) — New Criteria for Self-loosening of Fasteners [4]Why Tower Bolts Keep Loosening [5]Re-torque Intervals