Friday, 4 May 2012

Chimney Rehabilitation


Scope: The scope of work for repairing team included supplying all labor, equipment and materials to remove and replace all the deteriorated mortar joints (inside and out) and strengthening the chimney to accommodate the new loads created by the cell antennas.

Structure Details: After a century of natural deterioration, the chimney was in very poor condition, with existing joints badly deteriorated - in some cases, completely through the wall.

Repairing system: Extensive re-pointing of interior and exterior joints was carried out to stabilize and restore the integrity of the chimney, along with the bricks at the top 4 feet so degraded they required replacement. The challenge in doing this was not only rebuilding the unique architectural shape for historic purposes, but also finding a source for the same type and color of brick. An extensive search of the United States found only one manufacturer who still had the materials available.
A structurally efficient, easy-to-install, and cost-effective strengthening option was achieved by using an externally bonded carbon-based FRP strengthening system that would increase the shear and flexural capacity of structural elements. The thin carbon FRP plates were bonded to the inside face of the chimney, serving as vertical tension reinforcement. The continuous FRP laminate plates were installed in single, 30.5-m (100-ft) long pieces extending through the chimney’s full height. Since carbon FRP is only a quarter of the weight of steel, the plates were easily handled by workers inside a small diameter work area (only two workers could fit in the structure) and added only minimal weight to the structure.

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