TECHNICAL PAPERS
Oct 15, 2003

Fire Resistance of Walls and Floors Using Light-Gauge Steel Shapes

Publication: Journal of Structural Engineering
Volume 129, Issue 11

Abstract

This paper reports on the results of experimental studies on the fire resistance of walls (partition walls and exterior walls) and floor–ceiling systems manufactured using galvanized light-gauge steel shapes. Galvanized light-gauge steel shapes with thickness up to 1.6 mm are used in place of the wooden structural frames of wood-frame type construction. The fire resistance of walls and floor–ceiling systems made by attaching plywood, gypsum boards, and other materials to these steel shapes, depends mainly on the thermal shielding performance of the attached gypsum boards. Loaded heat tests were conducted and it has been clarified that the prevention of gypsum boards from falling off is important for improving their fire resistance, that the increase in the number and thickness of gypsum board to be applied and the use of reinforced gypsum board are effective and that the practical fire rating (up to 60 min) can be obtained without direct fire protection for shapes.

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References

Burstrand, H. (1998). Light gauge steel framing for housing, Swedish Institute of Steel Construction, Stockholm, Sweden, 1–100.
Elhajj, N. (1998). “Fire rated assemblies of cold-formed steel construction.” Tech., Note, Vol. 420, Light Gauge Steel Engineers Association, Nashville, Tenn., 1–8.
Fukushima, T., Ohta, K., Karatsu, T., and Nakamura, K. (1999). “Fire resistance of steel-framed houses No. 1, Study on the properties of steel-framed houses No. 22.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Tokyo, 11–12.
Hirakawa, T., Sakumoto, Y., Kubota, S., Shimizu, K., and Masuda, H. (1999). “Fire resistance of steel-framed houses No. 2, Test results and consideration, Study on the properties of steel-framed houses No. 22.” Summaries of Technical Papers of Annual Meeting, Architectural In-stitute of Japan, Tokyo, 13–14.
International Standard Organization. (1975). “Fire-resistance tests—elements of building construction.” ISO 834, 1–16.
Japanese Standards Association. (1997). Japanese industrial standards handbook JIS A 6901, Tokyo, 540–546.
Kubota, S., Sakumoto, Y., Hirakawa, T., Ohta, K., Shimizu, H., Karatsu, T., Ohmori, T., Masuda, H., and Nakamura, K. (1998). “Experimental studies of quasifireproof construction (walls and floors) of steel-framed houses, Study on the properties of steel-framed houses No. 20.” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Tokyo, 15–16.
Ministry of Construction. (1993). “Method of certification of quasi-fireproof construction.” Notification No. 1454, The Building Center of Japan, Tokyo, 1–8.
UL fire resistance directory, Vol. 1. (2002). Underwriter’s Laboratory, Ill.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 129Issue 11November 2003
Pages: 1522 - 1530

History

Received: May 1, 2002
Accepted: Oct 29, 2002
Published online: Oct 15, 2003
Published in print: Nov 2003

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Authors

Affiliations

Y. Sakumoto
Doctor of Engineering, Sr. Manager, Nippon Steel Corp., 6-3 Otemachi 2-chome, Chiyoda-ku, Tokyo 100-8071, Japan.
T. Hirakawa
Manager, Nippon Steel Corp., 6-3 Otemachi 2-chome, Chiyoda-ku, Tokyo 100-8071, Japan.
H. Masuda
Director of Engineering, Sr. Researcher, Building Research Institute, Ministry of Construction, 1, Tachihara, Tsukuba, Ibaraki 305, Japan.
K. Nakamura
Director of Engineering, Center for Better Living, 2, Tachihara, Tsukuba, Ibaraki 305, Japan.

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