Anchors
Remediating Misplaced or Damaged Cast-In Hold-Down Bolts on Site
Practical engineering solutions when cast-in structural steel starter bolts are poured out of tolerance, bent, or clash with reinforcement on site.
Design and certification of cast-in and post-installed anchors in concrete to AS 5216, from base plates and facade brackets to remedial fixings.
Standards: AS 5216AS 3600AS 4100AS/NZS 1170AS 1170.4
Builders, fabricators and architects often run into anchor problems and get vague answers. Anchorage to concrete is our specialist field, backed by research and Australian Standards work, so you get a clear answer and a design that complies.
When cast-in bolts are poured out of position, damaged or clash with reinforcement, we design a post-installed anchor retrofit, check the base plate, and certify the fix for your building surveyor.
AS 5216 covers the design of post-installed and cast-in fastenings in concrete. The National Construction Code references it, so safety-critical anchors need to be designed and checked to it. That includes concrete cone breakout, edge distance, pull-out, pry-out and the effect of cracked concrete.
Yes. When cast-in bolts are misplaced, damaged or clash with reinforcement, we design certified post-installed chemical or mechanical anchors to replace them, check any base plate changes and issue Regulation 126 or Section 40 certification.
An anchor whose failure could cause a collapse, put people at risk or cause significant damage. Anchors holding balustrades, overhead services and facade elements are common examples.
Anchors
Practical engineering solutions when cast-in structural steel starter bolts are poured out of tolerance, bent, or clash with reinforcement on site.
AS 5216
A comprehensive engineering breakdown of AS 5216:2021 requirements for post-installed and cast-in fastenings in concrete, including cracked concrete and seismic design considerations.
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