Connector that joins two profiles end to end in a straight line, transmitting bending and shear across the butt joint so the members behave as one.
| Material | Zinc-plated steel or stainless bar; aluminium plate |
|---|---|
| Alloy Grade | 6063-T5 on plate versions |
| Temper | custom |
| Section Size | Fits the core hole or slot of 30-60 series profiles |
| Slot | Access hole Ø9-Ø12 mm; plate bolts M8-M10 |
| Length | Bar 80-140 mm; plate 80-120 mm |
| Tolerance | ±0.15 mm on bar diameter and plate holes |
| Surface | Zinc plated; anodised or powder coated plate |
| MOQ | 300 |
| Lead Time | 15-25 days after deposit |
| Loading Port | Shanghai / Ningbo |
| Supply Ability | 120,000 pcs per month |
| Payment Terms | T/T 30% deposit + 70% before shipment | L/C at sea |
| Trade Terms | FOB | CIF | EXW |
| Certifications | ISO 9001:2015 | ISO 14001 | RoHS | REACH |
Connecting elements · In-line joint
A butt connector joins two profiles end to end in a straight line. The two members meet face to face and the connector carries the load across that joint, so the two pieces behave as one continuous member.
An in-line joint is a different problem from a corner joint, and it is worth understanding why. At a corner the two members meet at an angle and the joint resists rotation; at a butt joint the members are in line and the joint has to transmit bending and shear straight through. A butt joint is therefore weakest exactly where a continuous member is strongest — at the neutral axis — because the connector has to bridge the two faces without a continuous section.
Two profiles pushed together end to end will hold in compression and nothing else. Any bending, any tension, any shear and the joint opens. That is why a butt connector exists: it is the part that turns two members into one by carrying the loads the plain faces cannot.
The connector works by being fixed into both members and bridging the joint. A bar connector sits inside the core hole and is pulled tight by a screw; a plate connector sits on the outside face and is bolted into the slot of both members. The bar version leaves a clean face, the plate version is easier to fit and to take apart.
| Connector | Face | Bending capacity | Drilling | Removable |
|---|---|---|---|---|
| Internal bar | Clean | High | Yes, access hole | Difficult |
| External plate, one face | Visible | Moderate | No | Easy |
| Splice plate, two faces | Visible both | High | No | Easy |
| Half-lap | Flush | Moderate | Machined ends | Difficult |
Practical point: put a butt joint where the member is supported, not in the middle of a span. A joint at a support carries almost no bending moment, so the connector only has to hold the members in line. The same joint in mid-span has to carry the full bending moment, which needs a much heavier connector.
At a support rather than mid-span, wherever the design allows. At a support the joint carries almost no bending and any of the connectors will do; in mid-span it carries the full moment and needs a splice plate or a heavier connector.
No, and it should not be assumed to be. A bolted butt joint is typically less stiff than the continuous member, so where the joint falls in a span the design should account for the reduced stiffness.
Where the joint carries a bending moment, yes — a plate on each face puts the connector in tension and compression and raises the capacity substantially.
Yes, with an internal bar connector or a half-lap joint. Both need the members prepared, so they are a drawing decision rather than a site one.
The connector should be fitted so the slots of the two members line up along the length. On a bar connector this happens naturally; on a plate connector check it before final tightening.
Tell us the member length and where the joint has to be. We will recommend the connector type, the placement and the reinforcement, and return FOB pricing within one working day.
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