As per NFPA780, Article 3-12.13, Down Conductors (Bare Copper Wire, 50 mm sq) coursed in Reinforcement Concrete Columns shall be connected with the reinforcing steel re-bars at its upper and lower extremities. This down conductor is further coursed to the grounding ring (having several grounding rods) outside the building in order to effectively ground the concrete structure of the building. This process is done in concrete structure buildings having steel re-bars.
We have a project in which concrete structure building have epoxy coated steel re-bars and if we chip the epoxy coating of these steel re-bars at upper and lower level of structural columns to connect down conductor within the columns, it will not have a continuous grounding system as compared to the steel re-bars without epoxy coating. Therefore, it will defeat the purpose of structural grounding in the case of Lightning Strike or otherwise. Kindly inform me with some code reference that how can we effectively do the structural grounding for the concrete building having epoxy coated Re-inforcement bars.
Thanking you all....
We have a project in which concrete structure building have epoxy coated steel re-bars and if we chip the epoxy coating of these steel re-bars at upper and lower level of structural columns to connect down conductor within the columns, it will not have a continuous grounding system as compared to the steel re-bars without epoxy coating. Therefore, it will defeat the purpose of structural grounding in the case of Lightning Strike or otherwise. Kindly inform me with some code reference that how can we effectively do the structural grounding for the concrete building having epoxy coated Re-inforcement bars.
Thanking you all....