1、BSI Standards PublicationBS EN 16582-2:2015Domestic swimming poolsPart 2: Specific requirements includingsafety and test methods for inground poolsBS EN 16582-2:2015 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 16582-2:2015.The UK participation in its prepara
2、tion was entrusted to TechnicalCommittee SW/136/8, Swimming pools and aquatic equipment.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for i
3、ts correctapplication. The British Standards Institution 2015. Published by BSI StandardsLimited 2015ISBN 978 0 580 82202 5ICS 97.220.10Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and S
4、trategy Committee on 31 August 2015.Amendments issued since publicationDate Text affectedBS EN 16582-2:2015EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 16582-2 August 2015 ICS 97.220.10 English Version Domestic swimming pools - Part 2: Specific requirements including safety and test methods
5、for inground pools Piscines prives usage familial - Partie 2 : Exigences spcifiques et de scurit et mthodes dessai pour piscines enterres Schwimmbder fr private Nutzung - Teil 2: Besondere Anforderungen einschlielich sicherheitstechnischer Anforderungen und Prfverfahren fr in den Boden eingelassene
6、Schwimmbder This European Standard was approved by CEN on 20 June 2015. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliograp
7、hical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibili
8、ty of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic o
9、f Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATI
10、ON EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 16582-2:2015 EBS EN 16582-2:2015EN 16582-2:2015 (E) 2 Contents Page European fo
11、reword .3 1 Scope 4 2 Normative references 4 3 Terms and definitions .4 4 Mechanical resistance performance requirements 6 4.1 General 6 4.1.1 General 6 4.1.2 Permanent loads 6 4.1.3 Variable loads .8 4.1.4 Examined combinations 10 4.1.5 Requirements 10 4.2 Prefabricated structures specific requirem
12、ents 11 4.2.1 General requirement . 11 4.2.2 Polyester shells. 11 4.3 Reinforced concrete structures specific requirements 12 4.4 Masonry structures specific requirements 12 4.5 Life span 12 5 Performance requirements specific to inground swimming pool watertightness 12 5.1 Watertightness provided b
13、y the structure itself 12 5.2 Support dependent watertightness 12 5.3 Support independent watertightness . 12 6 Means of access . 12 7 Pool structure installation tolerances 13 7.1 General . 13 7.1.1 General . 13 7.1.2 Overall dimensions variations . 13 7.1.3 Depth structure variations . 13 7.1.4 Fl
14、atness variations . 13 7.1.5 Level variations tolerances 14 7.1.6 Datum point tolerances 14 7.2 Submerged stairs or structures 14 Bibliography . 15 BS EN 16582-2:2015EN 16582-2:2015 (E) 3 European foreword This document (EN 16582-2:2015) has been prepared by Technical Committee CEN/TC 402 “Domestic
15、pools and spas”, the secretariat of which is held by AFNOR. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by February 2016 and conflicting national standards shall be withdrawn at the latest by Feb
16、ruary 2016. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document is part of a series of standards dealing with domestic swimm
17、ing pools which consists of: Part 1: General requirements including safety and test methods; Part 2: Specific requirements including safety and test methods for inground pools; Part 3: Specific requirements including safety and test methods for aboveground pools. This European Standard has to be rea
18、d in conjunction with local and national regulations if they exist. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark,
19、Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 16582-2:2015E
20、N 16582-2:2015 (E) 4 1 Scope This part of EN 16582 specifies the specific safety and quality requirements and test methods for domestic partially or fully inground swimming pools in addition to the general requirements of EN 16582-1 and shall be read in conjunction with it. The requirements of this
21、specific standard take priority over those in EN 16582-1. These requirements and test methods are only applicable to partially or fully inground pool structures, including their means of access. This European Standard applies to pools with a minimum water depth of more than 400 mm. This European Sta
22、ndard does not apply to: pools of public use covered by EN 15288-1; paddling pools according to EN 71-8; domestic or public use spas. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated
23、references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 16582-1:2015, Domestic swimming pools - Part 1: General requirements including safety and test methods prEN 16713-2, Domestic swimming pools - Wate
24、r systems - Part 2: Circulation systems - Requirements and test methods EN ISO 527-4, Plastics - Determination of tensile properties - Part 4: Test conditions for isotropic and orthotopic fibre-reinforced plastic composites (ISO 527-4) EN ISO 14125, Fibre-reinforced plastic composites - Determinatio
25、n of flexural properties (ISO 14125) 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 16582-1:2015 and the following apply. 3.1 skimmer (surface water suction) equipment specially designed to trap, by suction or overflow, the surface layer of the water
26、 body in order to bring this water into the filtration system Note 1 to entry: Skimmers are usually mounted vertically (on the wall at water surface level). Floating skimmers are connected by a floating suction pipe to a suction fitting. Note 2 to entry: The skimmer is generally equipped with a bask
27、et. 3.2 levelling course horizontal upper part specific to a built or manufactured wall BS EN 16582-2:2015EN 16582-2:2015 (E) 5 3.3 flatness measure of form fault 3.4 deck fitted surface, contiguous to pool Note 1 to entry: The loose ground (grass, sand, etc.) is not considered as part of the deck.
28、3.5 ground natural soil, worked or not 3.6 service ability limit states SLS states corresponding to conditions beyond which serviceability requirements specified for a structure or a structural element are no longer satisfied 3.7 ultimate limit states ULS states associated with collapse or other sim
29、ilar forms of structural failure Note 1 to entry: These generally correspond to the maximum bearing capacity of a structure or part of a structure. 3.8 ground pressure all the stresses generated by packed elements of natural origin and in contact with the structure when it is fully or partially buri
30、ed 3.9 additional pressure (on pool walls) all the stresses generated by the construction and applied loads, on the backfill, of building works contiguous to the structure when it is buried or partially buried EXAMPLE Overloads are primarily caused by the deck located around the basin. 3.10 prefabri
31、cated structure set of manufactured units, specifically designed for the production of pools, which may or may not be modular and/or homogeneous Note 1 to entry: The watertightness of which may be dependent on, or independent of, the support and which shall be used on site specifically according to
32、the manufacturers recommendations. EXAMPLE Wooden frameworks, panels (steel, resins, plastics, concrete, stainless steel, etc.), polyester shells, permanent active casing structures designed to be filled with concrete, etc. 3.11 reinforced concrete structure structure whose walls and bottom consist
33、of concrete and steel reinforcements subject to harmful cracking calculation rules Note 1 to entry: The cracking calculation rule may vary according to the type of watertightness. BS EN 16582-2:2015EN 16582-2:2015 (E) 6 3.12 leakproofing system internal coating adhering to its structure, providing w
34、atertightness 3.13 masonry structure structure made up of a base slab and walls made by assembling prefabricated blocks, designed for construction Note 1 to entry: The blocks may be filled with concrete. 3.14 base slab continuous reinforced concrete base foundation supporting the pool either on the
35、ground or elevated 3.15 life span period of time a swimming pool structure shall remain serviceable, provided it has been built or installed, maintained and operated according to the manufacturers instructions Note 1 to entry: Life span is different from contractual warranty. 3.16 datum point prescr
36、ibed, fixed, construction reference point, from which levels and lengths, depths and heights are measured accurately 4 Mechanical resistance performance requirements 4.1 General 4.1.1 General It is important to take into account the specific requirements of coatings or means of leakproofing or water
37、tightness from the structure design stage. Whatever the type of structure under consideration, it shall be dimensioned to resist reasonably foreseeable load configurations, such as: ground and additional pressures on partially or totally buried and empty pools, hydrostatic pressures on a swimming po
38、ol which is filled before backfilling, if allowed by the manufacturers instructions. The pool structure shall comply at least with the following requirements taking into account that other regulations may apply. NOTE The load configurations are defined as per series EN 1990 (in SLS and ULS). 4.1.2 P
39、ermanent loads 4.1.2.1 Dead weight The dead weight (G) of the structural elements is to be considered in the case of partially buried pools. G is null in the case of completely buried structures. BS EN 16582-2:2015EN 16582-2:2015 (E) 7 4.1.2.2 Ground pressure The pressure exerted by the ground on th
40、e structure varies with the depth notated Z: Pground(z) = K.g.z NOTE 1 This formula does not take ground water pressure into consideration which is to be addressed during installation with an appropriate drainage system when necessary. The minimum unit weight of the ground is considered: .g = 18 kN/
41、m3NOTE 2 This value corresponds to the unit weight of ground usually encountered in Europe. Coefficient K is 0,3 and corresponds to an angle of repose of 30. Key 1 earth/ground 2 pool structure 3 pressure exerted by the ground Figure 1 Ground pressure BS EN 16582-2:2015EN 16582-2:2015 (E) 8 4.1.3 Va
42、riable loads 4.1.3.1 Hydrostatic pressure The pressure exerted by water on the wall varies with depth, notated Z: Pwater(z) = .g.z The dead weight of water is considered: .g = 10 kN/m3Key 1 pool structure 2 pool water 3 hydrostatic pressure exerted by the pool water Figure 2 Hydrostatic pressure BS
43、EN 16582-2:2015EN 16582-2:2015 (E) 9 4.1.3.2 Additional pressures (on pool walls) (a concrete pool deck, for example) A uniform pressure qhinduced by an overload qvat the head of a block is considered: qh= K . qvThe overload at the head of the block is taken as being equal to 250 kg/m or 2,5 kN/m. C
44、oefficient K is taken as being equal to: )24(tan2=K where K = 0,333 is obtained with an angle of repose; = 30 or / 6 radians, or a pressure on the wall; qh= 0,83 kN/m. Key 1 pool surround 2 overload pressure exerted by the pool surround 3 pool structure 4 additional pressure exerted on pool wall 5 g
45、round Figure 3 Additional pressure BS EN 16582-2:2015EN 16582-2:2015 (E) 10 4.1.4 Examined combinations 4.1.4.1 Notations G: dead weight of the structure. Pground: ground pressure. Pwater: water pressure. qh: additional pressure. The following combinations shall be considered with the following coef
46、ficients: Table 1 Combinations Name Type Load case Coeff. - ULS1 Linear- ultimate limit state Pground 1,35 qh 1,50 ULS2 Linear- ultimate limit state Pwater 1,20 SLS1 Linear serviceability limit state Pground 1,00 qh 1,00 SLS2 Linear serviceability limit state Pwater 1,00 4.1.4.2 Serviceability Limit
47、 States (SLS) SLS1: Pool empty. SLS 1 load: G + Pground+ qh. SLS2: Pool filled, not backfilled. SLS 2 load: G + Pwater. 4.1.4.3 Ultimate Limit States (ULS) ULS1: Pool empty ULS 1 load: 1,35 G + 1,35 Pground+ 1,5 qhULS2: Pool filled, not backfilled ULS 2 load: 1,35 G + 1,20 Pwater4.1.5 Requirements O
48、nly the SLS load combination has to be taken into account. The structures, whatever their nature, shall withstand the combinations specified in 4.1.4 with a distortion limit of L/200, with L being the distance between 2 successive supports. NOTE L/200 is a current limit for bent parts, making it pos
49、sible to ensure that the distortions remain barely perceptible. BS EN 16582-2:2015EN 16582-2:2015 (E) 11 For the structure under consideration, a design note or test results confirming these values shall be available. The tests are carried out in accordance with the loading case defined in 4.1.4. 4.2 Prefabricated structures specific requirements 4.2.1 General requirement Prefabricated structures shall be installed in accordance with the manufacturers recommendations. 4.2.2 Polyester shells Specific test met
