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Fire Performance of Interstitial Space Construction Systems.


pdf icon Fire Performance of Interstitial Space Construction Systems. (9285 K)
Lawson, J. R.

NBSIR 85-3158; 163 p. May 1985.

Sponsor:

Veterans Administration, Washington, DC

Available from:

National Technical Information Service (NTIS), Technology Administration, U.S. Department of Commerce, Springfield, VA 22161.
Telephone: 1-800-553-6847 or 703-605-6000;
Fax: 703-605-6900; Rush Service (Telephone Orders Only) 800-553-6847;
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Order number: PB86-106002

Keywords:

fire endurance; fire tests; interstitial spaces; NFPA 251; steel structures; floors; lightweight concretes

Abstract:

Two unique walk-on deck construction systems were exposed to the standard NFPA 251 time-temperature fire exposure for periods up to two hours in order to evaluate their fire performance. A large scale steel structure was used in the test program to simulate construction systems found in the field. The structure consisted of two large functional floors separated by an interstitial space in which a walk-on deck was suspended from the top functional floor. One of the walk-on deck systems was constructed from lightweight concrete, and the second was built with poured gypsum. Critical components evaluated were the top functional floor, unprotected steel work in the interstitial space, the walk-on deck system, and protection for a heavy steel column located in the center of each test bay. Test data were compared with the fire endurance test requirements of NFPA 251. Computer predictions also were made using the FIRES-T3 model to determine its ability to accurately predict the construction system performance. The interstitial construction system achieved the design fire endurance.