Pyroguard and Schüco at Belfast Grand Central: fire-safe glazing notes for engineers
Reviewed by Tom Sullivan

First reported on The Construction Index
30 Second Briefing
Pyroguard and Schüco have supplied more than 400 m² of Pyroguard Protect fire safety glass integrated into Schüco FW 50+ FR 60 curtain walling for Belfast’s new £340m Grand Central Station, designed by RPP and delivered by Carey Glass and specialist contractor Williaam Cox. The glass specification, Pyroguard Protect T-EI60/25-3, provides 60 minutes’ fire resistance while allowing large pane sizes and uninterrupted sightlines across multiple façades. As Ireland’s largest integrated transport hub, designed for up to 20 million passenger journeys a year, the station’s fire strategy depends on combining this EI60 performance with high natural light, thermal and acoustic control.
Technical Brief
- The glass is installed within Schüco’s FW 50+ FR 60 fire-resistant curtain walling façade system.
- Over 400 m² of fire glass is deployed across multiple façades within the transport hub.
- RPP’s brief required simultaneous compliance with fire resistance, thermal efficiency, acoustic performance and structural integrity criteria.
- Carey Glass and specialist contractor Williaam Cox collaborated with Pyroguard to deliver a fully certified façade system.
Our Take
Using more than 400 m² of EI60-rated glass in a facility designed for up to 20 million passenger journeys annually suggests that Pyroguard and Schüco are positioning their systems for very high-occupancy nodes, which could influence specification norms for interchange stations across the United Kingdom and Ireland.
The deployment of the Schüco FW 50+ FR 60 façade system at Belfast Grand Central Station adds to a small subset of our ‘Safety’‑tagged infrastructure projects where fire performance is being integrated directly into primary envelope systems rather than treated as an internal fit‑out issue, tightening design coordination demands for contractors such as RPP and specialist fabricators like Carey Glass and Williaam Cox.
Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.
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