Fire behaviour of steel members penetrating concrete walls
Autor(en): |
Ian Bennetts
Chong Chee Goh |
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Medium: | Fachartikel |
Sprache(n): | Englisch |
Veröffentlicht in: | Electronic Journal of Structural Engineering, Januar 2001, n. 1, v. 1 |
Seite(n): | 38-51 |
DOI: | 10.56748/ejse.1131 |
Abstrakt: |
In steel construction, it is often desirable for a steel member to pass through a concrete fire wall rather than being curtailed at the wall. In situations where a steel member penetrates a fire wall, the member will usually be fire protected for a certain length on each side of the wall so as to minimise the heat flow through the steel member and reduce the likelihood of ignition of combustibles on the non-fire (unexposed) side within the adjacent compartment. The testing reported in this paper suggests that it is not necessary to apply fire protection to each side of a penetrating steel member since the resulting temperature rise of the member is insufficient to cause ignition. |
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12.05.2024