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
| CLIENT | Health 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
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Transfer slabs / beams at ground floor
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Significant floor recesses for medical equipment, showers etc…
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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
| CLIENT | Grangegorman 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:
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Cantilevering floor slabs
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Feature 8m long stairs
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Beams of over 14m in length
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Lattice floor with circular rooflight openings
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Service openings provided in downstand beams and
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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.


