| Fire performance and fire case studies > Case history 5 |
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Wharfdale Hospital (July 2003) Location: Wharfdale Hospital, West Yorkshire Building description/construction The building had a steel frame and all floors were concrete, the upper two concrete floors being on steel decking. The first and second floors were clad with 70mm thick polyisocyanurate sandwich panels approved by LPCB to LPS 1181 Part 1 2003 as Grade B. At the time of the fire, the ground floor had a steel framework in place for cladding but no cladding had been fixed. All steel beams had been coated with an intumescent paint to give a standard of fire resistance of one hour. Fire
The intensity of the fire was such that it had removed the intumescent coating to the beams supporting the first floor. Although rated to provide a one-hour standard of fire resistance the intumescent coating resisted the fire for less than half an hour in this fire. The beams had distorted and the concrete floor at first floor level had dipped above the fire. The expansion of the beams had pushed out the supporting columns. The concrete floor above had cracked due to the movement of the beams. The fire played up the external facing of the building, affecting the panels on the first and second floors.
Conclusion In spite of the significant heat generated by this fire (sufficient to damage the intumescent coating and distort the steel beams); the orientation of the cladding panels (directly above the fire); and the fact that fire stopping was not in place; the cores of the panels, did not ignite, did not promote fire spread within the core or to the eaves and did not significantly contribute to the products of combustion. Back to top.
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