1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationSpectator facilitiesPart 6: Demountable (temporary) standsBS EN 13200-6:2012National forewordThis British Standard is the UK implementation of EN 13200-6:2012. It supersedes BS E
2、N 13200-6:2006 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/552, Spectator facilities.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary
3、provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2013.Published by BSI Standards Limited 2013 ISBN 978 0 580 78077 6 ICS 97.200.10; 97.220.10Compliance with a British Standard cannot confer immunity from legal obligations.This British Sta
4、ndard was published under the authority of the Standards Policy and Strategy Committee on 31 January 2013.Amendments issued since publicationDate Text affectedBRITISH STANDARDBS EN 13200-6:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13200-6 December 2012 ICS 97.200.10; 97.220.10 Superse
5、des EN 13200-6:2006English Version Spectator facilities - Part 6 : Demountable (temporary) stands Installations pour spectateurs - Partie 6: Tribunes (temporaires) dmontables Zuschaueranlagen - Teil 6: Demontierbare (provisorische) Tribnen This European Standard was approved by CEN on 13 October 201
6、2. 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 o
7、n 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-CENE
8、LEC 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, Ital
9、y, 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 NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17
10、, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13200-6:2012: EBS EN 13200-6:2012EN 13200-6:2012 (E) 2 Contents Page Foreword 3Introduction .41 Scope 52 Normative references 53 Terms and definitions .54 Mater
11、ials requirements .85 Design .85.1 General 85.2 Sightlines 85.3 Basic specification 85.3.1 General 85.3.2 Row depth .95.4 Loading .95.4.1 Self weight 95.4.2 Imposed vertical loads 95.4.3 Isolated loads 105.4.4 Horizontal loads 105.4.5 Wind loading . 105.5 Provision for people with disabilities . 115
12、.6 Protection against falling . 125.7 Demountable standing accommodation 13Annex A (informative) Procurement, erection and dismantling of demountable (temporary) stands . 15A.1 General . 15A.2 Principal responsibilities . 15A.3 Specification of requirements . 16A.4 Ground and site conditions . 16A.5
13、 Erection 16A.6 Inspection 17A.7 Dismantling . 17Bibliography . 18BS EN 13200-6:2012EN 13200-6:2012 (E) 3 Foreword This document (EN 13200-6:2012) has been prepared by Technical Committee CEN/TC 315 “Spectator facilities”, the secretariat of which is held by UNI. This European Standard shall be give
14、n the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2013, and conflicting national standards shall be withdrawn at the latest by June 2013. Attention is drawn to the possibility that some of the elements of this document may be the
15、 subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 13200-6:2006. Compared with the previous version, the scope of the present document has been changed in order to exclude stands of moveable type in w
16、hich the last row of places for spectators is less than 1 m height from the ground. This European Standard (EN 13200), with the general title “Spectator facilities”, is divided into seven parts: EN 13200-1, Spectator facilities Part 1: General characteristics for spectator viewing area; CEN/TR 13200
17、-2, Spectator facilities Layout criteria of service area Part 2: Characteristics and national situations; EN 13200-3, Spectator facilities Part 3: Separating elements Requirements; EN 13200-4, Spectator facilities Part 4: Seats Product Characteristics; EN 13200-5, Spectator facilities Part 5: Telesc
18、opic stands; EN 13200-6, Spectator facilities Part 6 : Demountable (temporary) stands; prEN 13200-7, Spectator facilities Part 7: Entry and exit elements and routes; prEN 13200-8, Spectator facilities Part 8: Safety Management; prEN 13200-9, Spectator facilities Part 9: Communications systems in spe
19、ctator facilities. According to the CEN/CENELEC Internal Regulations, the national standards organisations 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 Mac
20、edonia, 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 13200-6:2012EN 13200-6:2012 (E) 4 Introduction This European S
21、tandard has been 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 standard, minimum and recommended values for dimensions are occasionally presented. It sh
22、ould 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 or the
23、equivalent. BS EN 13200-6:2012EN 13200-6:2012 (E) 5 1 Scope This European Standard specifies product characteristics for demountable (temporary) stands at permanent or temporary entertainment venues including sports stadiums, sport halls and indoor and outdoor facilities. Stands in fairgrounds and a
24、musement parks are excluded from this standard (see EN 13814). This European Standard is not applicable to stands of moveable type in which the last row of places for spectators is less than 1 m height from the ground. 2 Normative references The following documents, in whole or in part, are normativ
25、ely 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 1991-1-1, Eurocode 1: Actions on structures Part 1-1: General
26、actions Densities, self-weight, imposed loads for buildings EN 1991-1-4, Eurocode 1: Actions on structures Part 1-4: General actions Wind actions EN 13200-1:2012, Spectator facilities Part 1: General characteristics for spectator viewing area EN 13200-3, Spectator facilities Part 3: Separating eleme
27、nts Requirements 3 Terms and definitions For the purposes of document, the terms and definitions given in EN 13200-1:2012 and the following apply. 3.1 demountable (temporary) stands tiered system constructed from standardised components that can be erected and dismantled, moved from place to place a
28、nd deployed in various configurations both indoors and outdoors to produce standing or seating accommodation for spectators 3.2 design documentation documents provided by the designer of demountable (temporary) stands that ensure that the basis of design may be clearly understood and from which all
29、design criteria can be verified 3.3 guard rail safety barrier fitted to the sides, rear or front of a grandstand or within the seating area in order to protect users from falling 3.4 handrail component designed to protect and assist the passage of users of the grandstand 3.5 riser vertical component
30、 between one row and another row or landing above or below it (see Figure 1) BS EN 13200-6:2012EN 13200-6:2012 (E) 6 Key 1 riser 2 row depth Figure 1 Riser 3.6 row depth horizontal distance between successive risers (see Figure 1) 3.7 seat-way clearway clear space measured at right angles between pe
31、rpendiculars Note 1 to entry: See Figure 2: In all the following cases, the minimum value of the seat-way E is 350 mm and the recommended minimum value is 400 mm. BS EN 13200-6:2012EN 13200-6:2012 (E) 7 Key E clearway Figure 2 Seat-way 3.8 tread horizontal component of a step 3.9 vomitory access rou
32、te built into the gradient of a stand which directly links spectator accommodation with routes for ingress, egress or emergency evacuation 3.10 stands of movable type for spectators light stands, composed of prefabricated modules, each module being designed to be used independently from one another
33、and to be moved and lifted manually in upright position for storage BS EN 13200-6:2012EN 13200-6:2012 (E) 8 4 Materials requirements Demountable (temporary) stands incorporate elements from a range of materials including steel, aluminium, timber, plywood, paints and plastic components. Where materia
34、ls, components and methods of design and construction are not specifically covered by CEN Standards, the designer should be satisfied that the materials and methods to be employed are such as to ensure sufficient levels of safety, durability, integrity, strength, serviceability and performance. Alte
35、rnatively, a test assembly should be built to test the structure, component, material or method under consideration. The test assembly should be representative as to materials, workmanship and details of the design and construction for which approval is sought. 5 Design 5.1 General Demountable stand
36、s shall fulfil the national requirements for fire escape and emergency evacuation. Demountable (temporary) stands may be described as a seating or standing deck of a stepped tiered nature supported by a substructure possessing large numbers of common elements. Demountable (temporary) stands are used
37、 for a wide spectrum of events both indoors and outdoors ranging from minor local events to major international events seating thousands of spectators. A seating place is required to provide a minimum viewing standard together with a sufficient level of safety for the spectator body. Viewing standar
38、ds refer to the ability of a seated spectator to see a predetermined focal point in the activity area. This viewing standard is often referred to as a sight line. The layout of the seating deck and the geometry of the deck are required to provide for the safe ingress and egress of spectators. Protec
39、tive barriers at the perimeter of the seating deck and within the seating layout provide protection against falling. The supporting structure is required to safely resist the static and dynamic forces created by the spectator body and other dynamic forces that are required by applicable national sta
40、ndards. Criteria concerning sightline, layout and protection from falling are similar to permanent and temporary seating decks. The nature of vertical support of permanent and temporary seating decks is significantly different as is the ratio of live load to dead load. For demountable stands manufac
41、tured before the publication of this standard, a written risk assessment shall be necessary to justify a departure from the minimum values. 5.2 Sightlines Requirements and recommendations pertaining to sightlines are given in EN 13200-1. Where sightlines resulting from the installation of temporary
42、seating do not meet the standards required for permanent seating, the matter should be dealt with by a risk assessment made by the contracted provider of the installation. 5.3 Basic specification 5.3.1 General Where demountable stands are used outdoors and in the absence of applicable national stand
43、ards, the spectator body should be able to reach a place of relative safety in eight minutes. BS EN 13200-6:2012EN 13200-6:2012 (E) 9 Where demountable stands are used in enclosed areas, relevant national fire requirements will normally specify maximum travel distances for a user of the stand. A tra
44、vel distance shall be measured along the route defined by rows and passageways. Seats are to be of constant depth throughout the length of a row. Where the seats tip-up automatically the width of the clearway should be measured between the back of one seat unit and the maximum projection of the seat
45、 unit behind when the seat is in the upright position. With respect to relative lateral positioning, seat centres should be a minimum of 450 mm apart for seats without arms and a minimum of 500 mm for seats with arms. In tiered seating blocks, the riser height of steps in passageways should not exce
46、ed 200 mm. The recommended maximum riser height is 170 mm. The minimum riser height or step height is 100 mm. The riser height should be uniform throughout the access stairs and preferably be uniform with connecting stairs. Closed risers are preferred and should be designed to minimise any tripping
47、hazard. 5.3.2 Row depth Requirements and recommendations are given in EN 13200-1. 5.4 Loading 5.4.1 Self weight Self-weight is calculated from the unit weights given in EN 1991-1-1 or from the actual known weights of the material used. 5.4.2 Imposed vertical loads EN 1991-1-1 considers various categ
48、ories of loading appropriate to the type of activity/occupancy for the part of a building or structure. Loading ranges are given in EN 1991-1-1. The following recommended loading values are given in bold number. Category C concerns Areas where people may congregate. Category C2 concerns areas with f
49、ixed seats. The imposed loading range is: Uniformly distributed load 3,0 kN/m2 to 4,0 kN/m2. Category C5 concerns areas susceptible to overcrowding and includes stands. The imposed loading range is: Uniformly distributed load 5,0 kN/m2 to 7,5 kN/m2. All floors should be designed to carry the uniformly distributed load derived using appropriate load factors. Vertical imposed loads shall be taken into account as quasi-static actions (see EN 1990). The
