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The main advantages of this screw-on system over traditional connections are the following:
  • Quick and easy assembly
  • No shoring required
  • No curing times
  • Equivalent stiffness to a continuous column.
  • Available in various sizes depending on the required strength.

What is the ETE for?

Can this system be used on different pillar sections?

Can it be considered a rigid connection?

Can it be used when there are section changes in the pillars?

What certificates endorse this product?

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