cadialg
Structural
- Mar 26, 2019
- 1
Hi all,
I have recently designed some steel supports bolted to ex. concrete for electronic signage at a train station. Client is concerned about people stealing/tampering with the exposed nuts on the epoxied anchors - I am not too concerned but have suggested that we specify Loctite 263 (~permanent thread locker). They have come back and suggested marring the bolt threads above the nut as a 'permanent' solution. I have specified this approach in the field before but never as a notation on a formal drawing - looking for input on how to specify this (or if it is even necessary). Thanks!
I have recently designed some steel supports bolted to ex. concrete for electronic signage at a train station. Client is concerned about people stealing/tampering with the exposed nuts on the epoxied anchors - I am not too concerned but have suggested that we specify Loctite 263 (~permanent thread locker). They have come back and suggested marring the bolt threads above the nut as a 'permanent' solution. I have specified this approach in the field before but never as a notation on a formal drawing - looking for input on how to specify this (or if it is even necessary). Thanks!