1、November 2015 English price group 11No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 97.220.10!%G(J“2360539www.din.d
2、eDIN EN 16582-2Domestic swimming pools Part 2: Specific requirements including safety and test methods for inground pools;English version EN 16582-2:2015,English translation of DIN EN 16582-2:2015-11Schwimmbder fr private Nutzung Teil 2: Besondere Anforderungen einschlielich sicherheitstechnischer A
3、nforderungen und Prfverfahren fr in den Boden eingelassene Schwimmbder;Englische Fassung EN 16582-2:2015,Englische bersetzung von DIN EN 16582-2:2015-11Piscines prives usage familial Partie 2: Exigences spcifiques et de scurit et mthodes dessai pour piscines enterres;Version anglaise EN 16582-2:2015
4、,Traduction anglaise de DIN EN 16582-2:2015-11www.beuth.deDocument comprises 17 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.09.15DIN EN 16582-2:2015-11 2 A comma is used as the decimal marker. Start of application The start
5、 of application of this standard is 2015-11-01. National foreword This standard includes safety requirements within the meaning of the Produktsicherheitsgesetz (ProdSG) (German Product Safety Act). This document (EN 16582-2:2015) has been prepared by Technical Committee CEN/TC 402 “Domestic pools an
6、d spas”, Working Group WG 1 “Pool structure - Design, product and installation” (Secretariat: AFNOR, France). The responsible German body involved in its preparation was the DIN-Normenausschuss Sport- und Freizeitgert (DIN Standards Committee Sports Equipment), Working Committee NA 112-05-02 AA Priv
7、at genutzte Schwimmbadanlagen und -gerte. Where this standard has been identified by the Ausschuss fr Produktsicherheit (German Committee for Product Safety) and reference to it has been published in the Gemeinsames Ministerialblatt (German Joint Ministerial Gazette) by the Bundesanstalt fr Arbeitss
8、chutz und Arbeitsmedizin (BAuA) (German Federal Institute for Occupational Safety and Health), it is to be presumed that inground pools which comply with this standard fulfil the relevant health and safety requirements. EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 16582-2 August 2015 ICS 97.
9、220.10 English Version Domestic swimming pools - Part 2: Specific requirements including safety and test methods 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
10、 Anforderungen einschlielich sicherheitstechnischer Anforderungen und Prfverfahren fr in den Boden eingelassene 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
11、this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical 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 officia
12、l versions (English, French, German). A version in any other language made by translation under the responsibility 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 Au
13、stria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, 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, Swe
14、den, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION 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 C
15、EN national Members. Ref. No. EN 16582-2:2015 EEN 16582-2:2015 (E) 2 Contents Page European foreword .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
16、 Examined combinations 10 4.1.5 Requirements 10 4.2 Prefabricated structures specific requirements 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 r
17、equirements specific to inground swimming pool watertightness 12 5.1 Watertightness provided by 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 Genera
18、l . 13 7.1.2 Overall dimensions variations . 13 7.1.3 Depth structure variations . 13 7.1.4 Flatness 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 DIN EN 16582-2:2015-11 EN 16582-2:2015 (E) 3 European fore
19、word This document (EN 16582-2:2015) has been prepared by Technical Committee CEN/TC 402 “Domestic 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
20、 latest by February 2016 and conflicting national standards shall be withdrawn at the latest by February 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
21、 all such patent rights. This document is part of a series of standards dealing with domestic swimming 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 require
22、ments including safety and test methods for aboveground pools. This European Standard has to be read 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 imple
23、ment this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,
24、 Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 16582-2:2015-11 EN 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 th
25、e general requirements of EN 16582-1 and shall be read in conjunction with it. The requirements of this 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. T
26、his European Standard applies to pools with a minimum water depth of more than 400 mm. This European Standard 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
27、 part, are normatively referenced in this document and are indispensable for its application. For dated 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 - Par
28、t 1: General requirements including safety and test methods prEN 16713-2, Domestic swimming pools - Water 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-re
29、inforced plastic composites (ISO 527-4) EN ISO 14125, Fibre-reinforced plastic composites - Determination 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 wat
30、er suction) equipment specially designed to trap, by suction or overflow, the surface layer of the water 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 fl
31、oating suction pipe to a suction fitting. Note 2 to entry: The skimmer is generally equipped with a basket. 3.2 levelling course horizontal upper part specific to a built or manufactured wall DIN EN 16582-2:2015-11 EN 16582-2:2015 (E) 5 3.3 flatness measure of form fault 3.4 deck fitted surface, con
32、tiguous to pool Note 1 to entry: The loose ground (grass, sand, etc.) is not considered as part of the deck. 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 structur
33、al element are no longer satisfied 3.7 ultimate limit states ULS states associated with collapse or other similar 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 genera
34、ted by packed elements of natural origin and in contact with the structure when it is fully or partially buried 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 o
35、r partially buried EXAMPLE Overloads are primarily caused by the deck located around the basin. 3.10 prefabricated 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 m
36、ay be dependent on, or independent of, the support and which shall be used on site specifically according to the manufacturers recommendations. EXAMPLE Wooden frameworks, panels (steel, resins, plastics, concrete, stainless steel, etc.), polyester shells, permanent active casing structures designed
37、to be filled with concrete, etc. 3.11 reinforced concrete structure structure whose walls and bottom consist 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. DIN EN 1658
38、2-2:2015-11 EN 16582-2:2015 (E) 6 3.12 leakproofing system internal coating adhering to its structure, providing watertightness 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 fill
39、ed with concrete. 3.14 base slab continuous reinforced concrete base foundation supporting the pool either on the 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 man
40、ufacturers instructions Note 1 to entry: Life span is different from contractual warranty. 3.16 datum point prescribed, 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 Ge
41、neral It is important to take into account the specific requirements of coatings or means of leakproofing or watertightness from the structure design stage. Whatever the type of structure under consideration, it shall be dimensioned to resist reasonably foreseeable load configurations, such as: grou
42、nd and additional pressures on partially or totally buried and empty pools, hydrostatic pressures on a swimming pool 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 oth
43、er regulations may apply. NOTE The load configurations are defined as per series EN 1990 (in SLS and ULS). 4.1.2 Permanent 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 st
44、ructures. DIN EN 16582-2:2015-11 EN 16582-2:2015 (E) 7 4.1.2.2 Ground pressure The pressure exerted by the ground on the 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 installati
45、on with an appropriate drainage system when necessary. The minimum unit weight of the ground is considered: .g = 18 kN/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 po
46、ol structure 3 pressure exerted by the ground Figure 1 Ground pressure DIN EN 16582-2:2015-11 EN 16582-2:2015 (E) 8 4.1.3 Variable 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 =
47、10 kN/m3Key 1 pool structure 2 pool water 3 hydrostatic pressure exerted by the pool water Figure 2 Hydrostatic pressure DIN EN 16582-2:2015-11 EN 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
48、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. Coefficient 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
49、 1 pool surround 2 overload pressure exerted by the pool surround 3 pool structure 4 additional pressure exerted on pool wall 5 ground Figure 3 Additional pressure DIN EN 16582-2:2015-11 EN 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 coefficients: Table 1 Combinations Name Type Load case Coeff.
