Challenge:
The project involved rectifying a critical structural
irregularity where the building's load path had been compromised. The
structure was supported by 12 columns at the ground floor,
reduced to only 7 columns at the first floor, and then increased back to
12 columns at the second floor, creating a significant
discontinuity in load transfer and posing a serious structural stability
risk. The building also shared walls with neighbouring properties and
was affected by water seepage, requiring highly controlled engineering
methods to prevent damage to adjacent structures during the
strengthening process.
Our Solution:
Srusti Constructions developed and
executed a comprehensive structural strengthening solution by
introducing strategically designed load-bearing columns at the
first-floor level to restore continuous load transfer throughout the
building. Temporary shoring, controlled hydraulic jacking, and phased
construction techniques were employed to maintain structural stability
during execution. Simultaneously, advanced waterproofing measures were
implemented along the shared walls to permanently address seepage while
ensuring the safety and integrity of the adjoining buildings.
Outcome:
The building was structurally strengthened
and restored to provide long-term safety and stability. The renovation
successfully transformed an aging residential structure into a modern
commercial facility, completed within just 6 months while ensuring uninterrupted safety and preventing any damage to neighbouring properties.
Why It's Special :
This project demonstrates Srusti Constructions' expertise in
structural rehabilitation, adaptive reuse, and complex renovation
engineering. Restoring a structurally compromised building within a
densely developed urban environment required meticulous planning,
controlled execution, and rigorous engineering oversight. The successful
completion of this project reflects our commitment to delivering
technically challenging solutions without compromising safety, quality,
or the integrity of neighbouring structures