Strengthening of Fire damaged Office Building for Crompton Greaves
Problem:
 
 fire-damaged-office-building
 
Strengthening of Fire damaged Office Building for Crompton Greaves
Problem:

  • Due to a fire first floor slab was badly affected with micro cracks all over the area.
  • Bonding strength of cement had also reduced and the NDT velocity values were also on lower side
  • Some ceiling panels also showed signs of distress

Solution:

  • Cracks were grouted with low viscosity high molecular weight monomer grout
  • Spalled concrete was replaced with thixotropic mortar
  • Sagged lintels were recasted and all area replastered
  • External of building was applied with a waterproof elastomeric coating
  • Internal work was completed in a time span of 30 days

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