A fire safety study of Hong Kong refuge floor building wall layout design

Since 1996, refuge floors have been an indispensable passive building element of the fire protection plan for Hong Kong high-rise buildings. These floors must be designed to comply with the relevant requirements of the Building Codes of Hong Kong. Hence, 50% of the floor area must be deployed for refuge purposes. And they must have at least two fully open building side walls so that a desired wind effect is assumed so that any smoke that enters will be purged from the safe area. Therefore wind-induced natural cross-ventilation is of prime importance for the protection of the refuge floor in fire safety. If this wind effect is not achieved, entering smoke will accumulate and cause the safety system to fail. Therefore fundamental studies of this flow phenomenon are very important and needed. This paper studies the wind-induced flow behaviour of Hong Kong's refuge floors. Different building wall layout designs are addressed. By way of this study, the author suggests that a refuge floor shall be designed to have two opposite building side walls open instead of the present Building Codes that require at least any two of them.

[1]  M. Kagawa,et al.  Movement Of People On Stairs During A Fire Evacuation Drill-japanese Experience In A Hgirise Office Building , 1986 .

[2]  Lynn S. Beedle,et al.  Advances in tall buildings , 1986 .

[3]  W. Rodi Comparison of LES and RANS calculations of the flow around bluff bodies , 1997 .

[4]  Siuming Lo,et al.  An Investigation of the Impact of Floor Setting on Airflow and Smoke Extraction in Designated Refuge Floor , 2001 .

[5]  B. F. Will,et al.  A View To The Requirement Of Designated Refuge Floors In High-rise Buildings In Hong Kong , 1997 .

[6]  O. Sugawa,et al.  Flow behavior of ejected fire flame/plume from an opening effected by external side wind , 1997 .

[7]  Kohyu Satoh,et al.  A Numerical Study of Window-to-Window Propagation in High-Rise Building Fires , 1991 .

[8]  Siu Ming Lo,et al.  The use of designated refuge floors in high-rise buildings: Hong Kong perspective , 1997 .

[9]  M. David Egan Concepts in building firesafety , 1978 .

[10]  B. Launder,et al.  The numerical computation of turbulent flows , 1990 .

[11]  Siuming Lo,et al.  A CFD Study of Air Movement in Designated Refuge Floor , 2001 .

[12]  Takashi Kurabuchi,et al.  Study on airflow characteristics inside and outside a cross-ventilation model, and ventilation flow rates using wind tunnel experiments , 2001 .

[13]  Siuming Lo,et al.  A study of natural ventilation in a refuge floor , 2007 .

[14]  Per Heiselberg,et al.  Characteristics of Airflow from Open Windows , 2001 .

[15]  Wei-Zhen Lu,et al.  A numerical study of external smoke spread in designated refuge floor , 2002 .

[16]  K. K. Yuen,et al.  CFD wind tunnel test: Field velocity patterns of wind on a building with a refuge floor , 2005 .

[17]  Siuming Lo,et al.  A preliminary investigation of airflow field in designated refuge floor , 2001 .

[18]  C. C. K. Cheng,et al.  A Cfd Study Of Wind-Induced Flow Of Refuge Floor Designs Using Centred Service Core Shapes , 2007 .

[19]  Christopher Baker,et al.  Experimental measurements and computations of the wind-induced ventilation of a cubic structure , 2000 .

[20]  T. Jin,et al.  Experimental Study Of Human Behavior In Smoke Filled Corridors , 1989 .