BS EN 12845-3:2024
$167.15
Fixed firefighting systems. Automatic sprinkler systems – Guidance for earthquake bracing
Published By | Publication Date | Number of Pages |
BSI | 2024 | 42 |
This document specifies requirements for earthquake protection of automatic sprinkler systems in accordance with EN 12845:2015+A1:2019. This document applies only to locations in earthquake zones in accordance with EN 1998-1:2004, 3.2.1 and the Nationally Determined Parameters. NOTE The requirements in this document are based on the principle that certain peak ground acceleration values are considered as an earthquake which require special means. Attention is drawn to EN 1998-1:2004, where a peak ground acceleration above 0,08 g (0,78 m/s2) is considered an earthquake risk. Additional characteristics, NDP and/or NCI can exist in some countries as well as national annexes. The principles defined in this document can be applicable to other water based fixed manual or automatic fire fighting systems, according to local requirements.
PDF Catalog
PDF Pages | PDF Title |
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2 | undefined |
8 | 1 Scope 2 Normative references 3 Terms and definitions |
9 | 4 Design principles 5 Sway bracing and sprinkler pipe support 5.1 General |
10 | 5.2 Sway brace design 5.2.1 Steps in designing sway brace |
11 | 5.2.2 Step 1, define sway bracing locations 5.2.2.1 Risers |
13 | 5.2.2.2 Horizontal changes of direction 5.2.2.3 Ends of main distribution pipes and distribution pipes 5.2.2.4 Unnecessary flexible couplings 5.2.2.5 Horizontal and sloped straight pipes |
15 | 5.2.3 Step 2, calculate seismic design load for each sway bracing location 5.2.3.1 General 5.2.3.2 Eurocode method in accordance with EN 19981:20041 |
16 | 5.2.3.3 Simplified method |
17 | 5.2.3.4 Calculation of design load for four-way sway bracing at risers 5.2.3.5 Calculation of design load for lateral two-way sway bracing 5.2.3.6 Calculation of design load for longitudinal two-way sway bracing |
24 | 5.2.4 Step 3, select the proper sway bracing shape, size and maximum length 5.2.4.1 General 5.2.4.2 For using one diagonal brace and one vertical |
25 | 5.2.4.3 For using two opposing rigid diagonal braces |
26 | 5.2.4.4 For tension only sway bracing |
27 | 5.2.4.5 For the case where the piping is supported firmly against the underside of a structural member 5.2.5 Step 4, select the proper method to attach the sway bracing to the structure and to the piping 5.2.5.1 General 5.2.5.2 Structural members 5.2.5.3 Fasteners |
29 | 5.2.5.4 Attachment to sprinkler piping |
34 | 6 Flexibility 6.1 General 6.2 Flexible couplings 6.2.1 General 6.2.2 Risers and standpipes |
35 | 6.2.3 Horizontal main distribution pipes and distribution pipes 6.2.4 Drops |
36 | 6.3 Seismic separation assemblies |
39 | 7 Clearance 7.1 Clearance around piping through walls or floors 7.2 Clearance at sprinklers 8 Other provisions 8.1 Bracing of suspended ceilings 8.2 Water supply 8.3 Storage racks with in-rack sprinklers |