petersonra
Senior Member
- Location
- Northern illinois
- Occupation
- engineer
I will not reveal the culprit, but I ran into the following situation recently. I thought maybe some of you could help me make the installation code compliant.
A certain customer was convinced by a sales rep that it was necessary to improve their grounding. They went out and bought five 9-foot long ground rods, drilled some holes in their floor, and sank the ground rods into the ground, leaving about a foot exposed. They then added a clamp on the rod, but no wires. Each of these rods is adjacent to columns holding up a crane, that is eventually welded and/or bolted to the building steel.
It would be difficult to convince them to remove the rods, so I am thinking what might be done to make the installation code compliant. It seems to me that all that needs to be done is to run a #6 wire from the ground rod to the steel support beam, which would bond the ground rods to the existing GES, presuming the building structural steel is already properly grounded as part of the GES.
Now if I can only convince them the building steel is not the place to run their EGC to for temporary machine connections, I will have made even more progress. I think their intent was to use the ground rods as a place to connect their EGC to rather than the building steel.
A certain customer was convinced by a sales rep that it was necessary to improve their grounding. They went out and bought five 9-foot long ground rods, drilled some holes in their floor, and sank the ground rods into the ground, leaving about a foot exposed. They then added a clamp on the rod, but no wires. Each of these rods is adjacent to columns holding up a crane, that is eventually welded and/or bolted to the building steel.
It would be difficult to convince them to remove the rods, so I am thinking what might be done to make the installation code compliant. It seems to me that all that needs to be done is to run a #6 wire from the ground rod to the steel support beam, which would bond the ground rods to the existing GES, presuming the building structural steel is already properly grounded as part of the GES.
Now if I can only convince them the building steel is not the place to run their EGC to for temporary machine connections, I will have made even more progress. I think their intent was to use the ground rods as a place to connect their EGC to rather than the building steel.