12/02/2024
Anchors installation training program offered by
Australian Engineered Fasteners and Anchors Council (AEFAC), and supported by Swinburne University of Technology.
In chemical post-installed anchors, load transfer occurs primarily through the adhesive bond between the anchor and the substrate (concrete or masonry material). The adhesive material fills the voids between the anchor and the drilled hole, creating a strong bond. Load is transferred from the anchor to the surrounding substrate through this adhesive connection.
Nevertheless, in mechanical post-installed anchors (expansion anchor, screw anchor, headed stud…), load transfer relies on the mechanical engagement of the anchor within the drilled hole. The anchor expands or creates friction with the surrounding material, securing itself in place. Load is then transferred through the mechanical interlocking or friction between the anchor and the substrate, ensuring the anchor can withstand applied forces.
Tensile performance of post-installed anchors is very sensitive to the quality assurance. For post-installed chemical/adhesive anchors, tensile performance of the anchor is significantly affected by the cleanliness and temperature of the concrete or masonry substrate. On the other hand, the tensile capacity of post-installed mechanical anchors is highly influenced by the drill hole diameter tolerance.
Note: Standards Australia, AS 5216, Design of post-installed and cast-in fastenings for use in concrete, Appendix B Clause B2 recommends the installer is competent and suitably qualified through the AEFAC Installer Certification Program and/or
a specific training program from the product supplier.