U n c o n v e n t i o n a l C o n s t r u c t i o n T e c h n o l o g y
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STEP 3:
During this phase will be realized internal pillars concrete will be constructed in
direct contact with the existing walls (reference points in the figure n.5 & 5').
So new metal floors made of metal beams and corrugated sheet iron will be created
(reference point in the figure n.6).
The function of these floors is also to stabilize pillars before the opening of the
obstructed windows (Fig 50).
Fig. 50: Construction of internal pillars
STEP 4:
The last phase of the project includes the removal of the underlying masonry
when the concrete of the internal structures is ready (reference point in the figure n.7).
This step must be conducted using tools that do not cause vibrations so as to avoid
damage to the remaining walls (Fig. 51).
Fig 51: Removal of masonry