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Restoration of Dublin City Hall (No.10 Oct-00)

A restoration project lasting two years has recently been completed on City Hall revealing a splendid example of 18th century architecture. The building was constructed between 1769 and 1779 following one of the first recorded instances of an architectural prize where Thomas Cooley succeeded over James Gandon and 60 other entrants. The original ground floor consisted of one space with the central rotunda supported on a ai???mushroomai??i?? vaulted structure on the lower ground floor.

Dublin City Hall

Dublin City Hall

Dublin Corporation took possession of the building in 1851 and converted the ambulatory surrounding the rotunda into offices by constructing various walls. To restore the ground floor to its original single space the nineteenth century walls were removed below first floor as part of the restoration. Many of these walls supported chimneys from lower ground to roof and were retained from first floor upwards. Temporary works were erected to support the upper level walls and chimneys allowing the ground level masonry to be removed. Large timbers supporting the floors were removed at first floor allowing a system of steel beams to be erected as permanent supports. The Victorian stairs was removed between ground and first floor and retained above.

A new lift was added as part of the restoration project allowing access to all floors. The lift is raised and lowered by a single acting ram with over 10m of travel necessitating a circular shaft penetrating approximately 13m below lower ground level. A truly vertical shaft of 320mm diameter was required to ensure the necessary tolerance for the ram. This is formed by a steel liner with a concrete surround. When the lift pit was excavated fragments of the old city wall were discovered forcing a relocation of the drilling rig and reducing the tolerance in the oversized drilling. The excavated shaft partially filled with water making the verticality check very difficult. A steel template of the required shaft plus clearance for concrete was made up. A plumb line was dropped from first floor to the centre of the shaft. The line location was then recorded at ground level. The steel template was then lowered into the shaft and with the same support point checked at ground to ensure no deviation.

The building includes two open well stone staircases commonly referred to as cantilevered stone staircases. Prior to renovation both of these stairs were supported in part by beams on cast iron columns which had been erected in the mid-nineteenth century. Some steps and landings had cracked through requiring replacement. Initial investigation revealed the steps were tailed into the wall by approximately 100mm. This depth of embedment ruled out cantilever action as a means of support although initial stress calculations had suggested as much. It was therefore essential that in each case the lower step offered some vertical support.

Technical papers reviewing various stairs and identifying the structural actions involved helped develop our understanding of the principles. Two types of these stairs exist, one with plain treads and one with rebated treads.

indian pharma cooper online. cityhallB10In the case of cantilevered stairs with plain treads the lower step in each case provides vertical support, as does the wall. When load is applied to the step, the front corner at the wall tends to lift but is resisted by the embedment in the wall. This action generates torsion in the step, which increases back to the wall. Vertical load is transmitted down the flight but some amount is also transferred to the wall.

The second type of stairs has rebates between the steps, generally with the upper steps notched onto the back of the lower. This rebate allows horizontal forces to be transmitted between steps and the resulting couple resists torsion. Therefore the torsion in rebated steps does not increase back to the support. The rebated detail also allows some inclined plate action to act. City Hall’s stairs have rebated treads. We also found that the detail trapped treads in place and, where a step had failed, progressive failure may have been prevented.

Probably the most intriguing part of the stairs is the landings where a similar torsional mechanism is relied upon to provide support but with the significantly wider landings some bending would also be expected. Landings were erected in two halves keyed together and leaded. Both stairs were load tested with 5kN/m2, 125% of the design imposed load and the deflections were measured as not exceeding 0.4mm.

City Hall is now a major cultural and tourist attraction offering exhibitions of Dublin City and artefacts including the magnificence of the restored Thomas Cooley building.

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Barrett Mahony Consulting Engineers.
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