EN 16582-2:2015

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Schwimmbäder für private Nutzung - Teil 2: Besondere Anforderungen einschließlich sicherheitstechnischer Anforderungen und Prüfverfahren für in den Boden eingelassene SchwimmbäderPiscines privées à usage familial - Partie 2: Exigences spécifiques, exigences de sécurité et méthodes d'essai pour piscines enterréesDomestic swimming pools - Part 2: Specific requirement including safety and test methods for inground pools97.220.10Športni objektiSports facilitiesICS:Ta slovenski standard je istoveten z:EN 16582-2:2015SIST EN 16582-2:2015en,fr,de01-oktober-2015SIST EN 16582-2:2015SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 16582-2
August 2015 ICS 97.220.10 English Version
Domestic swimming pools - Part 2: Specific requirements including safety and test methods for inground pools
Piscines privées à usage familial - Partie 2 : Exigences spécifiques et de sécurité et méthodes d'essai pour piscines enterrées
Schwimmbäder für private Nutzung - Teil 2: Besondere Anforderungen einschließlich sicherheitstechnischer Anforderungen und Prüfverfahren für in den Boden eingelassene Schwimmbäder 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 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 official 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 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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR 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 ESIST EN 16582-2:2015

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 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 requirements 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 General . 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
3 European foreword 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 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 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 requirements 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 implement 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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 16582-2:2015

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. 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 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 generated 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 or 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 may be dependent on, or independent of, the support and which shall
be used on site specifically according to the manufacturer’s 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 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. SIST EN 16582-2:2015

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: — ground 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 manufacturer's 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 Permanent loads 4.1.2.1 Dead weight The dead weight (G) of the structural elements is to be considered in the ca
...