28/04/2025
Column jacketing is a structural retrofitting technique used to strengthen and restore the load-bearing capacity of reinforced concrete (RCC) columns that have deteriorated or require enhancement due to increased loads or design deficiencies. It involves encasing an existing column with a new layer of material—typically concrete, steel, or fiber-reinforced polymer (FRP)—to improve its strength, ductility, and seismic resistance. Below is a comprehensive overview based on current practices and available information.
Why is Column Jacketing Needed?
Column jacketing is employed for several reasons, including:
• Deterioration: Due to weathering, poor maintenance, or environmental factors like corrosion of reinforcement.
• Design or Construction Errors: Inadequate concrete strength, insufficient reinforcement, or poor ex*****on during construction.
• Increased Loads: When additional floors are added or the building’s usage changes, requiring higher load capacity.
• Seismic Retrofitting: To enhance seismic resistance in earthquake-prone areas by increasing shear strength and ductility.
• Accidental Damage: From events like earthquakes, fires, or collisions.
Types of Column Jacketing
1. Reinforced Concrete (RC) Jacketing:
• Process: A layer of new concrete (minimum 4 inches thick) with longitudinal and transverse reinforcement is added around the existing column.
• Steps:
1. Propping: Support surrounding slabs and beams to relieve the column’s load using telescopic steel props.
2. Surface Preparation: Remove plaster, loose concrete, and clean the surface. Expose longitudinal bars if needed and apply a corrosion inhibitor if steel is rusted.
3. Shear Keys/Dowels: Install steel dowels (drilled 10-15cm into the column) to ensure bonding between old and new concrete.
4. Reinforcement: Add new longitudinal bars (often at corners) and tie with stirrups (e.g., #3 rings at 4-8” spacing).
5. Bonding Agent: Apply epoxy or polymer-modified cement slurry to enhance the bond.
6. Concreting: Pour low-shrinkage concrete (with small aggregates and admixtures like plasticizers) in two stages to avoid segregation. Use shotcrete or cast-in-place methods.
• Advantages:
• Increases axial, flexural, and shear strength uniformly.
• Enhances seismic capacity and confinement, especially in circular columns.
• No need for foundation strengthening in many cases.
• Challenges:
• Increases column size, affecting aesthetics and space.
• Time-consuming due to curing and formwork.
• Requires careful interface preparation for monolithic behavior.
2. Steel Jacketing:
• Process: Steel plates or angles are wrapped around the column, and the gap is filled with non-shrink grout or epoxy adhesive.
• Steps:
1. Clean and smooth the column surface, chamfering corners.
2. Install steel angles at corners, connected by battens or plates, leaving a 2-3mm gap.
3. Weld components and inject adhesive through nozzles.