Preparing structural steel for protective coatings
A protective coating system for structural steel begins with the asset and its environment, not with a paint colour. A sheltered warehouse beam, an exposed building frame and a coastal gantry have different wetting, contamination, access and maintenance conditions. Preparation must produce a surface the specified primer can bond to, while the complete coating build must suit atmospheric exposure and the owner’s inspection and maintenance plan.
Start with the asset and exposure
Document whether the steel is new carbon steel, previously painted, galvanised or another metal; whether the work is shop-applied or field-applied; and whether the asset is accessible for future repair. Identify rain, condensation, salt deposition, process contaminants, abrasion, temperature and direct sunlight. Atmospheric exposure, splash and tidal exposure, immersion and chemical containment are separate service conditions. A system proposed for exposed building steel should never be assumed suitable inside a tank or below water.
ISO 12944-2 provides a framework for classifying environments. ISO 12944-5 addresses paint-system selection for specified environments and preparation grades. Neither standard awards an ISO category or durability classification to an ALKA system merely because it contains zinc, epoxy or polyurethane. The project specification must state its environment, intended durability, preparation and evidence requirements.
What the preparation specification must cover
| Check | Why it matters | Record or action |
|---|---|---|
| Existing material | Mill scale, rust, old paint and galvanising need different treatment. | Identify substrate and retained coatings; assess adhesion and compatibility before selecting preparation. |
| Oil, grease and soluble deposits | Contamination can remain beneath a visually clean blasted surface. | Clean before blasting; test soluble salts where the exposure and specification require it. |
| Cleanliness and profile | Primer adhesion depends on both removal of unwanted material and an appropriate anchor profile. | Specify the applicable visual cleanliness grade and measurable profile for the actual primer. |
| Edges, welds and inaccessible details | Sharp edges and complex geometry can receive less coating than open faces. | Prepare imperfections and specify a compatible stripe-coat and inspection approach. |
| Environment | Condensation, dust and weather can undo preparation before priming. | Record steel and air temperatures, humidity, dew point, surface condition and timing. |
Clean before and after abrasive work
Remove oil and grease by an approved method before abrasive blasting; abrasive impact can spread contamination rather than eliminate it. Blasting then removes rust and scale and creates a profile suited to the selected primer. Specify an actual preparation grade, rather than the vague instruction “blast clean.” ISO 8501-1 addresses visual assessment of rust and preparation grades; ISO 8503-1 covers surface-profile comparators. An AMPP near-white metal blast-cleaning standard defines another specific route. Select the one called up by the project and primer; this article does not prescribe one grade for every job.
Visible cleanliness does not establish that water-soluble salts are acceptable. In salt-bearing environments, specify a sampling method and acceptance limit rather than assuming blasting has removed them. ISO 8502-6 describes extraction of water-soluble contaminants using the Bresle method, with ISO 8502-9 covering conductometric determination. Inspect and remove dust and spent abrasive before coating. Recheck steel if rain, condensation or a long delay occurs after preparation.
Give details their own preparation step
Weld spatter, sharp cut edges, laminations, crevices, bolt assemblies and drainage traps demand attention before the full coat. ISO 8501-3:2025 addresses preparation grades for welds, edges and other imperfections. Confirm the specified grade and repair of fabrication defects with the project team. A stripe coat on edges, welds and difficult geometry can help achieve continuous coverage, but it does not replace the specified full coat or correct an inaccessible design. Record what was prepared and inspected before subsequent layers hide it.
Select a complete ALKA system
Each layer has a separate job: a primer protects the steel interface, an epoxy intermediate builds the barrier and an exterior polyurethane finish maintains the specified appearance. ALKA’s published system pages provide these starting points:
| ALKA route | Published concept | Selection question |
|---|---|---|
| ALKA-9930 | ALKA-404 zinc-rich epoxy primer → ALKA-413 MIO epoxy barrier → ALKA-421 polyurethane finish. | Is a zinc-rich foundation, substantial atmospheric barrier and exterior appearance specified for prepared carbon steel? |
| ALKA-9933 | Selected primer → ALKA-413 MIO epoxy, with an optional compatible finish. | Is functional atmospheric barrier protection the priority, with finish requirements assessed separately? |
| ALKA-9932 | ALKA-412 surface-tolerant epoxy coats; optional ALKA-421 finish where specified. | Is this existing steel with limited preparation access and sound retained coating to assess? |
“Surface tolerant” still requires contaminant removal and a defined preparation standard. For simple enamel work, ALKA-401 is described as a short-oil alkyd zinc-phosphate primer for compatible alkyd or synthetic enamel systems; it is not interchangeable with a zinc-rich epoxy specification. Another published system, ALKA-9931, calls ALKA-416 a zinc-phosphate epoxy primer, whereas the ALKA-416 product information identifies a one-pack zinc-rich cold-galvanising coating. Resolve that product-code and chemistry discrepancy with ALKA before incorporating ALKA-416 into an approved build.
Turn the concept into an inspectable specification
For each coat, identify the actual product, component set, colour, nominal and permissible dry-film thickness, method of application, maximum and minimum overcoating intervals, and required surface condition before the next coat. Agree any seal or mist-coat step over zinc-rich primer, stripe-coating sequence and procedures for handling damage during transport and erection. Set the environmental limits, cleaning and repair method from technically approved product data; a generic system diagram is not a mixing or application instruction.
Hold points should cover prepared-steel acceptance, contamination tests where specified, surface profile, primer continuity, edge coverage, coat thickness and finished appearance. ISO 19840 gives a procedure for checking dry-film thickness on rough surfaces; use the measurement and acceptance method named in the contract. ISO 12944-7 addresses execution and supervision in shop and field work. Retain the records of batches, conditions, readings, deviations and repairs for later maintenance.
Send ALKA the asset drawings, environment, substrate history, access, preparation constraints and performance requirements. Obtain a coherent, current, technically approved coating schedule and SDS set before work starts. Where severe chemical, immersion, splash or tidal conditions apply, ask for a separately specified system.
Frequently asked questions
Can a new coating go over old steel paint?
Possibly, if the existing paint is sound, adherent and compatible after the specified cleaning and preparation. Trial the proposed complete repair build and inspect the interface. An unknown or delaminating coating should not become the foundation of a new protective system.
Is visual blast cleanliness enough to accept the steel?
No. Profile, dust, soluble salts where relevant, welds, edges and current weather conditions also matter. The agreed inspection plan determines which tests and acceptance limits are required.
Does a zinc-rich primer make an external steel system suitable for immersion?
No. Atmospheric, splash, tidal and immersed duties require separate assessment and specifications. The approved complete system, substrate preparation and documented exposure determine suitability.
Technical references
- ISO 12944-2, environment classification; ISO 12944-5, protective paint-system selection; ISO 12944-7, execution and supervision.
- ISO 8501-1, visual cleanliness; ISO 8501-3:2025, welds and edges; ISO 8502-6, water-soluble contaminant extraction; ISO 8503-1, surface profile.
- AMPP guidance on structural-steel coating systems; ISO 19840, dry-film thickness verification on rough surfaces.
Need a project-specific build?
Send the substrate condition, exposure, photos and programme to ALKA for a technical review of the complete system.
Planning guidance only. Confirm the current technically approved ALKA TDS/SDS, compatibility, testing and application limits before specifying or installing a system.