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Comparison of Different
Retrofitting Techniques
for
Masonry Buildings
Presented by-
Nitin Kumar 2013UCE1333
Ramesh Kumar Bagariya 2013UCE1273
Introduction
 Past devastating earthquakes have proven the vulnerability of low strength masonry
buildings and the need for seismic strengthening through various retrofitting
techniques.
 Retrofitting techniques analysed :
Jacketing : Steel wire meshing, GI welded wire meshing & Polypropylene bands
Splint & Bandage : RCC & GI welded wire meshing
Jacketing & Splint and Bandage Technique
Retrofitting process using Polypropylene bands
The general process of retrofitting by
Polypropylene bands
 Plan modifications such as adding or removing solid walls, changing door/window
openings, if required, to balance wall stiffness in both directions
 Chipping off the wall plaster
 Fixing of base anchor beam and tying on either side of the wall
 Fixing of vertical PP Band starting from the outer anchor beam and ending at the
inner anchor beam (this is feasible with flexible timber flooring)
 Concreting of anchor beam
 Meshing the horizontal PP band on vertical PP band then connecting horizontal
PP-Band with vertical PP-Band by Welder
 Connecting inner and outer mesh with wires and aluminum plates
 Connecting roof elements with wall and bracing of roof
 Mud plaster on wall to protect PP Band from ultraviolet rays.
Retrofitting process using wire mesh
The general process of retrofitting work using
wire mesh
 Removal of plaster from walls in the proposed area for RC jacketing and
Bandage/Splint
 Rake out mortar joints to 15-25 mm depth, clean surfaces and wet with water
 Excavate the soil for tie beam and lay the reinforcement of tie beam and wall
 Drill in the wall and provide anchor rod to tie inner and outer steel
reinforcement
 Cast tie beam and apply concrete/plaster in two layers
 Cure concrete.
Comparative results of various retrofitting
techniques
Source
Experiences on Retrofitting of Low Strength Masonry Buildings by Different
Retrofitting Techniques in Nepal
Hima Shrestha, Suman Pradhan & Ramesh Guragain
National Society for Earthquake Technology-Nepal (NSET)

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Comparison of Different Retrofitting Techniques for Masonry Buildings

  • 1. Comparison of Different Retrofitting Techniques for Masonry Buildings Presented by- Nitin Kumar 2013UCE1333 Ramesh Kumar Bagariya 2013UCE1273
  • 2. Introduction  Past devastating earthquakes have proven the vulnerability of low strength masonry buildings and the need for seismic strengthening through various retrofitting techniques.  Retrofitting techniques analysed : Jacketing : Steel wire meshing, GI welded wire meshing & Polypropylene bands Splint & Bandage : RCC & GI welded wire meshing
  • 3. Jacketing & Splint and Bandage Technique
  • 4. Retrofitting process using Polypropylene bands
  • 5. The general process of retrofitting by Polypropylene bands  Plan modifications such as adding or removing solid walls, changing door/window openings, if required, to balance wall stiffness in both directions  Chipping off the wall plaster  Fixing of base anchor beam and tying on either side of the wall  Fixing of vertical PP Band starting from the outer anchor beam and ending at the inner anchor beam (this is feasible with flexible timber flooring)  Concreting of anchor beam  Meshing the horizontal PP band on vertical PP band then connecting horizontal PP-Band with vertical PP-Band by Welder  Connecting inner and outer mesh with wires and aluminum plates  Connecting roof elements with wall and bracing of roof  Mud plaster on wall to protect PP Band from ultraviolet rays.
  • 7. The general process of retrofitting work using wire mesh  Removal of plaster from walls in the proposed area for RC jacketing and Bandage/Splint  Rake out mortar joints to 15-25 mm depth, clean surfaces and wet with water  Excavate the soil for tie beam and lay the reinforcement of tie beam and wall  Drill in the wall and provide anchor rod to tie inner and outer steel reinforcement  Cast tie beam and apply concrete/plaster in two layers  Cure concrete.
  • 8. Comparative results of various retrofitting techniques
  • 9. Source Experiences on Retrofitting of Low Strength Masonry Buildings by Different Retrofitting Techniques in Nepal Hima Shrestha, Suman Pradhan & Ramesh Guragain National Society for Earthquake Technology-Nepal (NSET)