REHABILITATION FOR BRICK BUILDINGS WITH RCC SLAB
This section provides measures for rehabilitation of damaged brick buildings with RCC slab.
DAMAGE CATEGORY G-1
DAMAGES OBSERVED
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Thin cracks in plaster
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Falling of plaster in bits and pieces in limited parts
ACTION REQUIRED
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No evacuation required.
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Provide seismic strengthening as explained below.
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Re-plaster the cracked portions


DAMAGE CATEGORY G-2
DAMAGES OBSERVED
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Small cracks in walls through thickness
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Falling of plaster in large bits over large areas
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Damage to piers alongside of storey-height openings
ACTION REQUIRED
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Evacuation of building not required
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Remove plaster, grout the cracks using cement sand mortar 1:6 or 1:3 in wide cracks.
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Provide seismic strengthening for all elements.
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Re-plaster the surfaces and finishes after seismic strengthening.

DAMAGE CATEGORY G-3
DAMAGES OBSERVED
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Large and deep cracks in walls
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Widespread cracking of walls
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Racking shear cracks
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Large cracking and separation at corners of walls
ACTION REQUIRED
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Evacuation of building not required.
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Avoid sleeping in the building until the rehabilitation is completed.
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Support the slab on wooden ballies near the walls which need to be rebuilt.
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Rebuild the walls one by one in the portion which is shattered and near the corners to establish bond with adjacent walls.
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Fill the remaining cracks/ grout the cracks with cement or mortar as in G2 case.
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Remove the ballies and plaster the surfaces and finish after carrying out strengthening measures for all elements
Repair and grouting of Cracks
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Remove the plaster near the cracks from inside as well as outside of the brick walls and clean the cracks thoroughly with water and air jets. Remove some extra masonry in the form of holes along the cracks at suitable intervals for acting as places to receive grout (See figure 1)
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Wet the cracks by sprinkling water
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Fill the cracks in the whole thickness of the wall with neat cement grout in fine cracks and 1:6 cement-sand mortar in wide cracks. The filling of cracks should be done starting from bottom towards top of the wall through the ports or holes made in step 1.
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Final plaster or finish to be carried out after undertaking all the strengthening measures.
How do I strengthen my walls?
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If the length of the wall is more than 16 times the thickness of the wall and/or the height of the wall is more than 14 times the thickness of the wall, provide external or internal buttresses. The spacing of the buttresses shall not be more than 14 times the thickness of the wall. (See figure 3).
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Provide ferro-cement jhali for reinforcement of areas all around the openings in the walls like doors, windows and ventilators. The ferro-cement band must be provided in a similar manner as that of providing seismic bands outlined below.(See Figure 4)
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Provide seismic belts on all walls on both sides above lintel level and just below slab level. Seismic belt shall be made as follows: (See Figure 5 & 6)
Height of belt = 400 to 450mm;
longitudinal wires in weld-mesh= 16 Nos of about 2mm dia at 25mmc/c
transverse wires same diameter at about 150mmc/c;
micro-concrete 1:1.5:3 or cement-coarse sand mortar 1:3 of 30-35mm thickness
The plaster from existing wall shall be completely scrapped and removed,
The joints in the walls shall be raked to 12-15mm depth.
Clean the surface, wet surface with water and apply neat cement slurry
Plaster first coat of 12 mm thickness and roughen its surface.
Fix the wire mesh prepared above with 150mm long nails at about 450mm centre to centre distance while plaster is still green.
Apply second coat of plaster 16mm thick.
The wires mesh should be continuous with 150mm overlap at corners or joints if required.
How do I strengthen my roof?
Since existing roof is already an RCC roof, the only strengthening required is providing a seismic band just below the slab all around the walls on both sides as mentioned above.
How do I strengthen the corners of the buildings?
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The corners can be strengthened by installing ferro-cement plates at the corners. (See Figure 2)
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Use weld-mesh in a width of 450 to 500mm on each side of the corner at about 900mm above the floor.
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Second such band need not be provided when seismic bands have been provide as mentioned above.
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The ferro-cement band must be constructed in the same way as a seismic band.
How do I strengthen my foundations?
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Adding strong elements in the form of reinforced concrete strips attached to the existing foundation part of the building.
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These will also bind the various wall footings and may be provided on both sides of the wall.
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To avoid digging the floor inside the building, the extra width could be provided only on the outside of external walls. The extra width may be provided above the existing footing or at the level of the existing footing.
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The reinforced concrete strips and the walls have to be linked by a number of keys, inserted into the existing footing (See Figure 7)
Figures
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure 9








