1、BRITISH STANDARDBS EN 13200-3:2005Spectator facilities Part 3: Separating elements RequirementsThe European Standard EN 13200-3:2005 has the status of a British StandardICS 91.040.10; 97.200.10; 97.220.10g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g
2、3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 13200-3:2005This British Standard was published under the authority of the Standards Policy and Strategy Committee on 26 January 2006 BSI 26 January 2006ISBN 0 580 47617 0National forewordTh
3、is British Standard is the official English language version of EN 13200-3:2005.The UK participation in its preparation was entrusted to Technical Committee B/552, Spectator facilities, which has the responsibility to: A list of organizations represented on this committee can be obtained on request
4、to its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electro
5、nic Catalogue or of British Standards Online.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to unde
6、rstand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international and European developments and promulgate them in the UK.Summary of pagesThis document comprises a f
7、ront cover, an inside front cover, the EN title page, pages 2 to 19 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date CommentsEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13200-3Novem
8、ber 2005ICS 91.040.10; 97.200.10; 97.220.10English VersionSpectator facilities - Part 3: Separating elements - RequirementsInstallations pour spectateurs - Partie 3: Elments desparation - ExigencesZuschaueranlagen - Teil 3: Abschrankungen -AnforderungenThis European Standard was approved by CEN on 7
9、 October 2005.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be o
10、btained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Sec
11、retariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Port
12、ugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2005 CEN All rights of exploitation in any form and by any means reservedwor
13、ldwide for CEN national Members.Ref. No. EN 13200-3:2005: EEN 13200-3:2005 (E) 2 Contents Page Foreword3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 General requirements6 4.1 Preliminary considerations.6 4.2 Barrier design and loading .7 4.3 Design procedures 7 4.
14、4 Barrier heights .7 4.5 Deflection8 4.6 Fixings 8 4.7 Safety details8 4.8 Support from adjacent construction8 4.9 Maintenance .8 4.10 Barriers and sightline considerations .8 5 Specific requirements .8 5.1 General8 5.2 External perimeter barriers.9 5.3 Activity area barriers .9 5.4 Segregation elem
15、ents .10 5.5 Crush Barriers11 5.5.1 Main design criteria .11 5.5.2 Crush barriers - factors determining the horizontal imposed load 11 5.6 Barriers in front and behind seating12 5.7 Barriers in spectator galleries12 5.8 Ingress and turnstiles .12 5.8.1 The need to count12 5.8.2 Loads 12 5.9 Exit doo
16、rs and gates .13 5.9.1 Loads 13 5.10 Temporary barriers13 5.11 Front of stage barriers 13 Annex A (normative) Tables and Figures .14 A.1 General notes to Tables A.1, A.2 and A.315 A.2 Notes to Table A.115 A.3 Notes to Table A.216 A.4 Notes to Table A.316 Bibliography 19 EN 13200-3:2005 (E) 3 Forewor
17、d This European Standard (EN 13200-3:2005) has been prepared by Technical Committee CEN/TC 315 “Spectator facilities”, the secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at th
18、e latest by May 2006, and conflicting national standards shall be withdrawn at the latest by May 2006. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Rep
19、ublic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 13200-3:2005 (E) 4 Introduction This European Standard has b
20、een prepared in order to specify the general design criteria for spectator facilities (permanent, movable, demountable and telescopic), with the purpose of enabling their functionality. Within this European Standard minimum and recommended values for dimensions and loadings are occasionally presente
21、d. It should be recognised that these values are to be considered as values that in part recognise different national requirements as a basic provision. Attention is drawn to the fact that in certain countries additional/different requirements may be applicable due to existing national regulations o
22、r equivalent. This European Standard is divided among six parts: EN 13200-1, Spectator facilities - Part 1: Layout criteria for spectator viewing area - Specification prCEN/TR 13200-2, Spectator facilities - Layout criteria of service area Part 2: Characteristics and national situations EN 13200-3,
23、Spectator facilities - Part 3: Separating elements - Requirements prEN 13200-4 Spectator facilities - Part 4: Seats - product characteristics prEN 13200-5 Spectator facilities - Part 5: Telescopic stands prEN 13200-6, Spectator facilities Part 6: Demountable (temporary) stands IMPORTANT NOTES NOTE 1
24、 The proposed values for barrier loadings contained in Tables A1, A2 and A3 may be justified from experimentally determined values appropriate to the barrier provision. NOTE 2 Separating elements for demountable and retractable stands are included within this European Standard. NOTE 3 Safety managem
25、ent does not form part of this European Standard. EN 13200-3:2005 (E) 5 1 Scope This European Standard specifies design requirements for layout and product characteristics for separating elements within spectator accommodation at permanent or temporary entertainment venues including sport stadia, sp
26、ort halls, indoor and outdoor facilities for the purpose of enabling their functionality. Other permanent venues such as theatres, cinemas, opera houses, lecture halls and similar are excluded from this standard. Elements and barriers included in this standard are: a) external perimeter barriers (5.
27、2) b) activity area barriers (5.3) c) segregation elements (5.4) d) crush barriers (5.5) e) barriers in front of and behind seating (5.6) f) barriers in spectator galleries (5.7) g) ingress and turnstiles (5.8) h) exit doors and gates (see 5.9) i) temporary barriers (5.10) j) front of stage barriers
28、 (5.11) 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13200-1:2003, S
29、pectator facilities - Part 1: Layout criteria for spectator viewing area - Specification 3 Terms and definitions For the purposes of this European Standard, the terms and definitions in EN 13200-1:2003 and the following apply. 3.1 separating element or barrier protective barrier, which is any elemen
30、t of building or structure, permanent or temporary, intended to prevent persons from falling or to retain, stop or guide persons 3.2 external perimeter barriers barrier which separates the external area from the spectators service area (see EN 13200-1:2003, Figure A.1) EN 13200-3:2005 (E) 6 3.3 acti
31、vity area barriers barrier which separates spectator viewing area from the activity area 3.4 segregation element any barrier which serves to separate areas of standing or seated accommodation from adjoining areas of standing or seated accommodation 3.5 crush barrier barrier which, combined with appr
32、opriate spacing, protects spectators from crushing, positioned in areas of standing accommodation 3.6 barriers in front of and behind seating barriers specifically positioned immediately in front of or behind seating (see Figure A.1) 3.7 spectator gallery limited space, usually attached to a hospita
33、lity area, from which standing spectators can view the event 3.8 turnstile gate for admission with revolving arms which allows persons to pass through singly 3.9 temporary barrier barrier lasting or meant to last for a limited time and that will normally be removed after the event 3.10 datum finishe
34、d level of the floor, roof, foundation slab, balcony, ramp, stage or pitch line of stairs, etc. 3.11 design level level at which the horizontal force on the barrier is assumed to act for the purposes of design 3.12 handrail rail normally grasped by hand for guidance or support 3.13 infill panel elem
35、ent of the barrier designed to prevent the risk of person falling 4 General requirements 4.1 Preliminary considerations 4.1.1 In the assessment of the need for a barrier and the type of barrier to be provided, the designer and ground management shall consider the building use and the risks to buildi
36、ng users. Where, in a building more than one use is anticipated, either the barrier design shall be chosen to suit the worst case or more than one type of barrier shall be provided as appropriate to the location. EN 13200-3:2005 (E) 7 Where there is a difference in level exceeding 500 mm considerati
37、on shall be given to the necessary provision of a barrier to restrict or control the movement of spectators: however barriers may be required in certain circumstances where the difference in levels is less than 500 mm. 4.1.2 Where walls, glazing or other elements of buildings or structures perform t
38、he functions of barriers, the designer shall either: a) ensure that these separating elements satisfy the criteria given in this standard, or b) provide additional barriers designed in accordance with this standard. 4.1.3 The design of barrier adopted shall be such as to reduce the risk of persons f
39、alling, rolling, sliding or slipping through gaps in the barrier to an acceptable level. Except in areas not likely to be used by children, barriers shall be designed so that the widest gap in the barrier does not permit a sphere of diameter of 120 mm (maximum) to pass through, making due allowance
40、for deflection under load. The recommended diameter of the sphere is 100 mm. Barriers shall be non climbable. 4.2 Barrier design and loading Barriers shall be designed to resist safely the minimum horizontal imposed loads specified in Tables A.1, A.2 or A.3. Regardless of the height of the barrier (
41、4.4), the horizontal imposed load shall be considered to act at a height of 1,1 m above the datum, when applied as a static load at right angles to the longitudinal axis. Designers shall ensure that any construction or structure acting as a support for barriers is of adequate strength and stability
42、to resist safely all applied loads, without excessive stress, deflection or distortion. Where values are given for minimum and recommended levels of loading, the adoption of a value shall be substantiated by documented risk assessment, taking into account the purpose and position of that barrier dur
43、ing its lifecycle. NOTE Recommended values suit all applications. In applying Table A.1 due accord should be given to National Regulation regarding safety 4.3 Design procedures For barriers limit state design procedures shall be used, according to the recommended procedure given in the Eurocode appr
44、opriate for the material to be used, treating the loads given as characteristic loads, for limit state design. When using limit state design, the partial safety factors for loads and materials shall be those recommended by the appropriate materials code of practice. The strength of the barrier shall
45、 be designed as Ultimate Limit State and the deflection as Serviceability Limit State. 4.4 Barrier heights Barriers used in standing accommodation, seated accommodation and on stairways and ramps shall be designed to a height of not less than 1,1 m, measured from the datum, unless they fall into one
46、 of the following two categories: a) barriers within 530 mm in front of fixed seating can be a minimum height of 800 mm above the datum (see Figure A.1). NOTE 1 See E specified Figures 3 and 4 in EN 13200-1:2003. In such cases consideration shall be given to the horizontal width of the barrier to pr
47、event falling over, i.e. in certain instances a lower height can be acceptable with a wide barrier (see Figure A.1). b) barriers immediately behind a row of seats should be a minimum height of 1,1m above the datum, which in this case is the level of the seat (Figure A.2). EN 13200-3:2005 (E) 8 In al
48、l cases, as stated in 4.2, regardless of the height, the horizontal imposed load shall still be considered to act at a height of 1,1 m above the datum. NOTE 2 Further guidance on the height of crush barriers is provided in 5.4. 4.5 Deflection A barrier for the protection of people that is structural
49、ly safe shall not possess sufficient flexibility to alarm the building users when subjected to normal service. NOTE This recommendation is in addition to any recommendations for limiting deflection under full load given in the appropriate structural codes for the material to be used, in which event the most onerous limit is to be applied. 4.6 Fixings Care shall be taken to ensure that the strength of the fixing is adequate for the loading to which the barrier will be subjected. All joints shall be designed to provide the full strength of the members being joined. Wherever
