Power grid

Transmission line lattice towers — field repair of galvanized steel

Galvanized lattice towers in a mountainous corridor had developed white rust and local red rust at bolt heads, weld seams and cut edges. Cold spray zinc was applied by brush and roller for in-place remediation without dismantling the towers or interrupting the line, restoring sacrificial protection at the damaged points.

Power grid — Transmission line lattice towers — field repair of galvanized steel
Representative photograph of this structure type, not a site record of this project.
CorrosivityC3
SystemZD96-1 brush / roller touch-up
Dry film60–80 µm
Towers treated310

Why hot-dip galvanizing was not an option

Three hundred and ten towers already in service, with white rust on bolt heads and cut edges and red rust where water collects at the footings. Dismantling for re-galvanizing was not on the table — outage, land access and schedule all ruled it out — and recoating whole towers costs several times more than treating the failed points. The real constraint was logistics: material and equipment had to reach each tower position on foot, and the work had to fit inside planned outage windows.

System selection

Repairing failed points only, with no blanket overcoat. Surface prepared to Sa 2.5 where access allowed, St 3 by power tool where it did not; one or two coats of ZD96-1 to 60–80 µm dry, which is the same order as the original galvanizing it replaces. No topcoat: cold spray zinc is itself a sacrificial layer, and exposed to atmosphere it develops the same basic zinc carbonate passivation film that makes hot-dip galvanizing go dull grey. Adding a topcoat here would only hide the repair and add a second interface to fail.

How it was applied

Three-person crews: one preparing, one applying, one recording. Material went up the mountain by hand, apportioned per tower from the estimated damaged area, carried in 5 L containers. Brush and roller for the work itself, with a small brush for edges and bolt heads where a roller cannot reach. Work windows followed the planned outage schedule; on sections remaining energised, only the lower tower and foundations were touched, and clearance was confirmed with the operating unit before anyone started.

Acceptance and follow-up

Dry film thickness at every repaired point, plus a record per tower of repaired area and material batch. That record turned out to be the more useful output: once you can rank towers by how much repair each one needed, you can tell which positions are corroding faster and schedule a full recoating for those before the next inspection cycle, instead of treating all 310 the same.

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