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Clinching, riveting and welding thin sheet

A tool-formed joint with no fastener: the tool presses the two sheets into each other and the resulting interlock holds them together.

Fast, no fastener cost, no corrosion question around a screw, and easy to automate in factory conditions.

Its capacity in one direction is lower than a screw’s, and the form is tied to the tool. It is used in factory, panelised production, not on site.

A fastener that can be installed with access from one side only. Useful where the far side cannot be reached — at a closed section, or connecting to an existing structure.

The limits on its capacity are similar to a screw’s: the behaviour of the sheet decides.

Technically possible, but problematic in thin sheet for several reasons:

  • burn-through: thin material burns through easily,
  • destruction of the coating: the heat vaporises the zinc, creating a corrosion weak point — and raising health questions as well,
  • quality control: the quality of a weld in thin sheet is hard to check,
  • site conditions: the quality of site welding varies.

Hence industry practice is the screwed connection. Welding comes up where a connection is made to a thicker member — hot-rolled steelwork, say — and there too on the thicker side. Hot-rolled steel and mixed structures.

It appears in a supporting role — fixing boards, for example — but not as a structural connection in building construction, because ageing and behaviour in fire are hard to handle.

  1. Where it is made: factory or site.
  2. Access: one side or both.
  3. Capacity and deformation: how much force, how much movement is allowed.
  4. Checkability: whether it can be seen afterwards that it was done properly.
  5. Demountability: if the member may have to come out later, the screw wins.

The screwed connection is not tradition but a choice: checkable, demountable, and it does not damage the corrosion protection. The other methods have their place, but in factory conditions.