{"id":286609,"date":"2024-10-19T19:25:11","date_gmt":"2024-10-19T19:25:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-7346-52005\/"},"modified":"2024-10-25T16:18:47","modified_gmt":"2024-10-25T16:18:47","slug":"bs-7346-52005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-7346-52005\/","title":{"rendered":"BS 7346-5:2005"},"content":{"rendered":"
This British Standard gives functional recommendations and guidance on the calculation method for smoke and heat exhaust ventilation systems (SHEVS) for time-dependent design fires. A variety of building types is addressed.<\/p>\n
For a pre-determined critical time, this British Standard can be used to determine required performance of a SHEVS needed to avoid the onset of a significant danger. Or, for a pre-determined SHEVS, this British Standard can be used to determine the time available between ignition and onset of significant danger.<\/p>\n
This British Standard uses accepted and authoritative methods to define some design parameters, e.g. the time needed for safe evacuation or attendance time of the fire-fighting services. This information can be sought from other sources when generating the overall fire-safety concept for a specific building project.<\/p>\n
Many of the detailed calculation procedures, and most of the danger criteria defining the boundary between success and failure, are the same for time-dependent design fires as for steady-state design fires, and it is essential that this British Standard be used in conjunction with BS 7346-4.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | BRITISH STANDARD <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Committees responsible for this British\ufffdStandard <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Introduction 0.1 General <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 0.2 Smoke exhaust ventilation design philosophies \u2013 steady-state and time-dependent designs <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 0.3 Objectives for time-dependent design fire SHEVS designs 0.4 <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 0.5 Other forms of smoke ventilation 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 3 Terms, definitions, symbols and units 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 3.2 Symbols and units 4 General recommendations 4.1 Design <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.2 Reliability <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 4.3 Combined use of natural and powered ventilators <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 4.4 Sequence of operation of devices comprising a single SHEVS 4.5 Interactions between different smoke zones in a building <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 4.6 Sprinkler protection 5 Recommended calculation procedure 5.1 Commentary <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure 1 – Effect of smoke ventilation on smoke layer depth <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.2 Selection of a design fire <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Figure 2 – Examples of fire development curves <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Figure 3 – Fire growth rates Table 1- Various t2 fire growths <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 5.3 Advance selection of key success\/failure criteria <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Table 2 – Minimum clear height above floor level on escape routes 5.4 Calculation procedures for time-dependent fires <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6 Further acceptability criteria 6.1 General 6.2 Confirmation that layer depth selected is greater than minimum possible 6.3 Depth margin for smoke reservoir boundary smoke barriers <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Figure 4 – Smoke barrier depth margin (with barrier in deflected position) 6.4 Slot extracts used to define a smoke reservoir boundary 6.5 Avoidance of natural and powered smoke exhaust ventilators in the same smoke reservoir 6.6 Smoke transfer ducts <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Figure 5 – Smoke transfer duct 6.7 Average buoyant layer depth in non-rectangular section smoke reservoirs Figure 6 – Effective layer depth <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6.8 External influences 6.9 Inlet air (replacement air) 6.10 Free-hanging smoke barriers <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Figure 7 – Example of excess gap caused by deflection of smoke barrier mounted adjacent\ufffdto\ufffda column 6.11 Suspended ceilings 7 Interaction with other fire protection systems and other building systems <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Annex A (normative) Supporting documentation Annex B (informative) Example of an iterative calculation procedure B.1 Design fire curve B.2 Time B.3 Time to onset of danger <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | B.4 Acceptability criteria for calculated times Annex C (informative) Plugholing C.1 Plugholing phenomenon <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Figure C.1a) – Plugholing at a supercritical ventilator opening <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Figure C.1b) – Onset of plugholing at a critical ventilator opening Figure C.1c) – Absence of plugholing at a subcritical ventilator opening <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Figure C.2 – Qualitative examples of time-based layer deepening <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | C.2 Calculation Annex D (informative) Factors influencing the choice of time-dependent design fires <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Components for smoke and heat control systems – Functional recommendations and calculation methods for smoke and heat exhaust ventilation systems, employing time-dependent design fires. Code of practice<\/b><\/p>\n |