Technical Series 99-122
In recent years, there have been a number of efforts made in North America to improve acoustic isolation in residential building environments.As a result, Canadian building codes have adopted more stringent acoustic requirements.This has led to the need for changes in traditional construction practices. At the same time, new construction materials have been developed, and many product specifications have changed that may alter the fire resistance of floor assemblies. With these changes, there has been a need to reassess existing fire resistance data for common floor constructions.
The research program set out to measure the acoustic performance of full-scale floor assemblies and the fire preformance of small- and full-scale floor assemblies.This was done to reaffirm fire resistance ratings and develop cost-effective floor assemblies on the test results.
This report describes the results of 29 small-scale fire resistance tests conducted at the Institute for Research in Construction (IRC).
Building on a preceding collaboration with CMHC, IRC at NRC developed the research plan and organized a supporting consortium. The consortium members were: Canada Mortgage and Housing Corporation, Forintek Canada, Gypsum Manufacturers of Canada, National Research Council Canada, New Home Warranty programs of Ontario, Alberta, British Columbia and the Yukon, Ontario Ministry of Municipal Affairs and Housing, Owens Corning Fiberglas Canada Inc., Roxul Inc., and the Canadian Home Builders Association. These partners both supported the project financially, and sent representatives to meet periodically as a Steering Committee, to select specimens for subsequent study, and to adapt the findings for industry use. Several partners, most notably Forintek, also provided substantial in-kind contributions in the form of materials and material characterization. The measurements and analysis were performed by NRC.
It was determined that the parameters needed for a full-scale fire resistance test program were:
Twenty-nine small-scale test assemblies were constructedeight with solid wood joists, seven with wood-I-joists, seven with wood trusses and seven with C-steel joists. All small-scale assemblies were constructed with or without insulation in the floor cavity and were tested unloaded.
Materials used in the assemblies included:
In all fabrications, gypsum board was attached to resilient channels mounted perpendicular to the joists.
Type K chromel-alumel thermocouples were used for measuring temperatures at a number of locations throughout the assembly and on the unexposed surface. Fire resistance tests were carried out using a propane-fired small-scale furnace.
The test assemblies were exposed to heat in such a way that the average temperature of the furnace followed the CAN/ULC-S lO1-M89 standard time-temperature curve as closely as possible.
The temperatures of the furnace and assemblies were recorded at one minute intervals. Average temperatures for the various assemblies with a single layer of gypsum board were measured at the following locations:
An assembly was considered to have failed if one of the following failure criteria occurred:
The results of the 29 small-scale floor tests are summarized in the following page.
Based on these results, the following conclusions* can be drawn:
* These conclusions should not be applied to full-scale floor assemblies.
|Table 1. Small Scale Floor Assembly Parameters and Fire Resistance Test Results (Click on table for larger view)|
Fire Resistance Tests On Small-Scale Floor Assemblies
M.A. Sultan, Y.P. Séguin, P. Leroux and R.C. Monette
Under Part IX of the National Housing Act, the Government of Canada provides funds to CMHC to conduct research into the social, economic and technical aspects of housing and related fields, and to undertake the publishing and distribution of the results of this research.
For a complete listing of Research and Development Highlights, or for more information on CMHC housing research, please contact:
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