The composite precast flat slab solution offered by Oran Precast on this project resulted in significantly faster build times that those projected under the original in-situ scheme

CLIENTHealth Service Executive
MAIN CONTRACTOR SISK
ARCHITECT O'Connell Mahon Architects
ENGINEER Thomas Garland & Partners
PRECAST VALUE €2.1m
ONSITE DURATION 14 weeks

The project consisted of a double level basement car park beneath a 5 storey hospital building. In total almost 12,000m2 of flat slab was constructed in the 14 week timeframe. Each of the 7 levels required a full design due to variations in the loadings, opes and floor recesses. A vibration analysis of the floor slab was carried out in house by Oran Pre-Cast design team.

 

The design included the provision of

  • Transfer slabs / beams at ground floor

  • Significant floor recesses for medical equipment, showers etc…

  • Provision of soft spots in the car park floor for future changes

For an in-depth overview of our flat slab system see the technical brochure in the downloads section.

 

Oran Pre-Cast proposed a precast concrete frame as a viable alternative to the cast in situ RC flat slab design

CLIENTGrangegorman Development Agency
MAIN CONTRACTOR SISK
ARCHITECT Moloney O'Beirne
ENGINEER Horgan Lynch
PRECAST VALUE €1.1m
ONSITE DURATION 10 weeks

The building is framed around 2 irregular shaped internal courtyards, intersected at an angle by a 3 storey administration block.

This geometry resulted in a high number of bespoke precast elements, with very little repetition between members. Rectangular, half-filled composite, spine and edge beams were all used as required.

 

Points of interest include:

  • Cantilevering floor slabs

  • Feature 8m long stairs

  • Beams of over 14m in length

  • Lattice floor with circular rooflight openings

  • Service openings provided in downstand beams and

  • Over 400 individual production drawings

The prestressed hollowcore flooring allowed for greater spans than a similar RC slab. This reduced both the number of supporting columns required, and the overall dead load onto the foundations.