DOC
WEC-KB-021
CATEGORY
Coatings & Corrosion
READ
~5 min
Engineering Library · Coatings & Corrosion

Geomet / Dacromet Coatings Explained

Published 2026-06By Wade Zhang Keyword zinc flake coating
§ 01
What zinc flake is
§ 02
Geomet vs Dacromet
§ 03
Why wind uses it
§ 04
Performance
§ 05
When to specify

On high-strength wind turbine bolts you will rarely see hot-dip galvanizing — you will see a thin, grey, matte coating called Geomet or Dacromet. These are zinc-flake systems, and they exist specifically to protect bolts that galvanizing would damage. Understanding why is essential to specifying coated fasteners correctly.

At a Glance

Geomet and Dacromet are zinc-flake composite coatings that provide 720–1000+ hours salt spray resistance at 8–12 µm thickness — significantly better than electrolytic zinc plate at similar thickness. Key advantage over hot-dip galvanising: no acid pickle pre-treatment means no hydrogen embrittlement risk for high-strength bolts (grade 10.9, 12.9). They maintain thread tolerance (important for precision-torqued structural joints) and are the standard for wind turbine nacelle secondary bolts and clamp hardware in C4–C5 environments.

Best for
Grade 10.9 and 12.9 nacelle secondary bolts, DIN 3015 clamp hardware, and any high-strength fastener in C4–C5 environment where HDG thread tolerance disruption is a concern
Not suitable for
Replacing ISO 10684 HDG specification on main structural bolts without engineering change approval — HDG provides much greater coating thickness than zinc flake
Selection steps
1 — Confirm fastener grade → 2 — Confirm salt spray hours required → 3 — Select Geomet or Dacromet for 720+ h at thin coat → 4 — Specify basecoat plus topcoat system → 5 — Confirm thread tolerance after coating
RFQ information
Fastener grade and dimensions, salt spray requirement, thread tolerance class required, quantity, topcoat colour if specified

§ 01  What a zinc-flake coating is

A zinc-flake coating is a thin film of overlapping aluminium and zinc flakes held in an inorganic binder, applied by dip-spin or spray and then cured in an oven at around 300 °C. The result is a 5–10 µm layer that protects in two ways: a barrier effect from the flake structure, and a sacrificial (galvanic) effect from the zinc, which corrodes preferentially to protect the steel beneath.

Crucially, the process is entirely non-electrolytic and acid-free. There is no pickling bath and no electroplating current — and therefore no mechanism to drive hydrogen into the steel. That single fact is why zinc-flake dominates high-strength fastener coating.

§ 02  Geomet vs Dacromet — what's the difference?

Both are brand families of zinc-flake coating from the same lineage (NOF Metal Coatings). The practical distinction is chemistry:

  • Dacromet — the original system, which contained hexavalent chromium (Cr6+) in its formulation. Cr6+ is restricted under RoHS/REACH and the EU End-of-Life Vehicle directive, so it is now largely phased out for new work.
  • Geomet — the chromium-free (Cr6-free) successor, developed to meet environmental regulations while delivering equal or better corrosion performance. It is the current standard specification for new wind projects.

In day-to-day specification, "Geomet" is what you should normally call out; "Dacromet" persists mostly as legacy terminology or in older drawings. Both are typically combined with a topcoat (e.g. Geomet + Geokote / PLUS) to add lubricity and a controlled, repeatable coefficient of friction for tightening.

Why it matters for preload — A controlled friction coefficient is not a cosmetic detail. Tightening to a torque target only produces the right clamp force if friction is predictable. Zinc-flake topcoats give a specified, consistent k-factor — which is why they are favoured on torque-controlled structural bolts.

§ 03  Why wind turbines use it

Two reasons dominate. First, hydrogen embrittlement: high-strength bolts (class 10.9 and especially 12.9) are vulnerable to delayed brittle fracture if hydrogen is introduced during coating. Hot-dip galvanizing of 12.9 is prohibited for this reason. Zinc-flake's acid-free process sidesteps the risk entirely. The grade-coating interaction is detailed in Grade 10.9 vs 12.9 bolts.

Second, offshore corrosion: marine atmospheres demand high salt-spray endurance in a thin, dimensionally precise coating that will not clog threads. Zinc-flake meets high corrosion categories while keeping the coating thin enough for fine threads — see offshore vs onshore fastener materials.

§ 04  Performance vs hot-dip galvanizing

Attribute Zinc flake (Geomet) Hot-dip galvanizing
Process Acid-free, <320 °C Acid pickle + molten zinc
Hydrogen embrittlement risk None High on ≥10.9
Coating thickness 5–10 µm 45–85 µm
Suits fine / small threads Yes Bulky; needs thread allowance
Salt-spray to red rust 720–1000+ h Varies with thickness
Use on class 12.9 Permitted Prohibited

For the full HDG-vs-flake decision, including cost and where galvanizing is still the right choice, see hot-dip galvanizing vs Zn-Al flake.

§ 05  When to specify Geomet

Specify a zinc-flake coating when any of the following applies:

  • The bolt is class 12.9, where galvanizing is prohibited.
  • The fastener is offshore or coastal and needs high salt-spray endurance in a thin coating.
  • You need a controlled friction coefficient for accurate torque-to-preload.
  • Threads are fine or tolerances tight, where a thick HDG layer would interfere.

When specifying, call out the system and class (e.g. "Geomet 500 + topcoat, Cr6-free"), the required salt-spray hours, and the friction-coefficient class. Pair this with the correct base material and an EN 10204 3.1 certificate, and the coating becomes a controlled, documented part of the joint rather than a generic finish. Galvanic pairing in mixed-metal assemblies is covered in how to prevent galvanic corrosion.

Evidence and decision boundary

Direct evidence
ISO 10683 specifies non-electrolytically applied zinc-flake systems for fasteners. ISO 1461 covers hot-dip coatings on fabricated iron and steel articles but notes that products such as fasteners can have specific standards and different requirements.
Engineering inference
Compare coating systems by substrate, fastener strength, hydrogen-embrittlement route, thread allowance, friction control, damage/repair, galvanic interfaces and exposure. Trade names such as Geomet or Dacromet still require the offered system specification.
Typical or indicative value
Coating thickness, salt-spray hours and life claims are system-specific screening values, not interchangeable proof of field durability.

Primary sources checked

Related commercial route: Compare wind-turbine clamp systems and RFQ inputs.

For the related release decision, use Zinc-Flake Coating Changes: Must Clamp Bolt Torque Be Retested?.

Need an engineering review for this wind-energy requirement? Send the specification to confirm whether Weique can support it directly or recommend the appropriate sourcing route.
Request a Quote →
[1]ISO 10683: Fasteners — Non-electrolytically applied zinc flake coating systems [2]ISO 4042: Electroplated coatings — hydrogen embrittlement relief [3]ISO 9227: Corrosion tests in artificial atmospheres — salt spray [4]HDG vs Zn-Al flake → [5]Grade 10.9 vs 12.9 →