The Work Will Consist Of Redoing Combing To Ensure That All Areas With Non-Adherent Concrete Have Been Removed. The Exposed Reinforcements Will Then Be Brushed And After An Inspection By The Design Office, Concrete Repairs Will Take Place Depending On The Condition Of The Concrete And The Reinforcements. Concerning Corroded Reinforcements, Several Repair Solutions Will Be Considered Depending On The Degree Of Degradation Noted. 1) If After Brushing, The Reinforcement Still Has A Sufficient Diameter, It Will Be Treated Using A Passivant; 2) If After Brushing, The Diameter Of The Framework Is No Longer Sufficient, A Complementary/Replacement Framework Will Be Placed. Previously, The Diameter Of The Existing Reinforcement Will Have Been Noted In The Least Damaged Area. In Order To Be Able To Place The New Reinforcement, Local Demolition Of The Sound Concrete Will Be Necessary. 3) If After Brushing, The Diameter Of The Reinforcement Is No Longer Sufficient, The Missing Section Can Be Replaced By A Carbon Fabric After Repairing The Concrete. This Can Either Remain Visible Or Be Covered With A Micro-Mortar.
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