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Solar module frame profiles — what to specify
Published 2026-08-25
A module frame looks like the simplest extrusion in a solar plant. It is not. It is the part that holds a laminate flat for two decades, carries wind and snow into the mounting clamps, keeps water moving off the glass, and usually doubles as the earthing path. Most of the problems we see on frame orders are not extrusion problems at all — they are specification gaps that were never written down, and they surface at the laminator, not at the press. This is what we ask about before a frame section goes into tooling.
The frame is structure, not trim
The first thing worth being clear about internally: nobody in your plant is buying a decorative surround. The frame is the load path. Wind uplift and snow arrive on the glass, travel through the laminate into the frame walls, and leave through whatever clamps or bolts hold the module to the racking. Anything you change on the section — a wall made thinner, a rib deleted to save weight, a groove opened up — changes that path.
That matters commercially because a module's mechanical performance is certified as a finished module, by the module maker, on a specific frame. It is not a property of the aluminium profile on its own. So when a frame section is redesigned to shave cost, the question is never "is this profile still strong enough" in the abstract — it is "does this change the thing that was already tested and signed off".
The practical consequence: if you are replacing a frame supplier and the section must be interchangeable, say so explicitly and send the existing drawing. Getting a functionally equivalent frame is a completely different job from getting a dimensionally identical one, and the second one is what most buyers actually need.
What actually sizes the section
Three features do most of the work, and all three are worth calling out separately in the enquiry rather than leaving to a general outline.
**The laminate groove.** Its width has to accommodate the glass build-up plus the sealant or tape you intend to use, and that stack is your decision, not ours. Tell us the laminate thickness and how it is bedded. A groove sized for a bare number, with no allowance for the bonding method, is one of the more common reasons a first batch will not assemble.
**The clamping zone.** Whatever surface the racking clamp bears on has to be flat, supported from behind, and free of the sharp transitions that concentrate stress. If your mounting system is already fixed, name it — the clamp geometry is a constraint on the section, and finding that out after tooling is expensive.
**Drainage.** Water has to leave the top rail rather than sit in the groove. On a fixed-tilt array this is mostly a hole pattern and a corner detail; on anything near-horizontal it deserves real thought. Drainage holes are a machining operation, so decide whether they are punched by us or by your line.
The corner is where frames actually fail to assemble
Most frame disputes are not about the profile at all. They are about the corner. Whether you are using corner keys, crimping, screws into a boss, or a bonded joint, the corner is where extrusion tolerance, cut angle and assembly method all land on top of each other.
The number that matters here is not the overall length of the rail — it is the internal geometry that receives the key, and the squareness after the four rails go together. A section can sit comfortably inside the general tolerance class and still give you a frame that walks out of square, because form tolerances — twist and bow along the length — are a separate family from cross-section tolerances and are not automatically tight just because the section dimensions are.
So on the drawing: mark which internal dimensions are functional for the corner joint, and state the assembly method. Our default is EN 12020 unless the drawing says otherwise, and we hold ±0.1 mm on dimensions that are called out as critical — but only on the ones that are actually called out. A drawing that tolerances everything equally tells the toolmaker nothing about which feature the joint depends on.
A finish specified for a twenty-year asset, not for a showroom
Frames are anodized far more often than they are coated, and the reasons are practical rather than aesthetic: the anodic layer is part of the metal, it does not chalk under UV, and it behaves predictably where the frame meets a stainless or coated-steel clamp.
That last point is the one buyers underestimate. A module frame lives permanently in contact with mounting hardware, sometimes of a different metal, sometimes wet. How that interface is designed and finished matters more over twenty years than how the flat faces look on day one.
What we need from you is which anodizing class the module certification assumed — not a general instruction to "anodize it". We will not guess that number, and you should be wary of any supplier who fills it in for you. Coating-thickness testing and dimensional inspection are part of our standard quality checks and the reports are available on request; asking for them costs nothing.
One more decision that belongs to you: whether machining happens before or after finishing. Holes cut after anodizing have bare aluminium at every edge — sometimes that is deliberate, because an earthing point needs bare metal, and sometimes it is an oversight. Say which it is.
The things nobody writes down, and then pays for
**Earthing features.** If the frame carries the equipotential bonding path, the holes, marks or serrations that make that contact are functional features with a position tolerance — not cosmetic detail. Put them on the drawing.
**Straightness over long rails.** Long rails will not hold the same form tolerance as a short one just because the section is identical. If the long side of your module is near the top of your usual range, raise it early.
**Packing and handling.** Anodized frames are shipped to be assembled, not stored — surface damage from stacking is a real cost on this product, because a scratch on a frame is visible on a finished module and there is no repainting your way out of it. Tell us how they will be unloaded and whether they go straight to a line.
**Volume and cadence.** A frame order is rarely one-off. If it repeats monthly, that changes how the tooling is planned, and it is worth saying at enquiry stage rather than after the first shipment.
What to send with the enquiry
The drawing of the section, with the corner detail — and if you are matching an existing frame, say that explicitly rather than leaving us to infer it.
The module dimensions and laminate build-up, plus how the laminate is bedded into the groove.
The mounting system, or at least the clamp footprint. If it is not decided yet, tell us that too — it changes what we can commit to.
The anodizing class the certification assumed, and whether machining comes before or after finishing.
Quantity per shipment and whether it repeats. And if a decision on the list above has not been made yet, send the drawing anyway and say which one is open — that conversation is faster than a revised quotation.
Related
Profiles in this guide

