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1、BRITISH STANDARD BS EN 13200-6:2006 Spectator facilities Part 6: Demountable (temporary) stands The European Standard EN 13200-6:2006 has the status of a British Standard ICS 97.040.10; 97.200.10; 97.220.10 ? Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolle
2、d Copy, (c) BSI BS EN 13200-6:2006 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 29 September 2006 BSI 2006 ISBN 0 580 49162 5 National foreword This British Standard was published by BSI. It is the UK implementation of EN 13200-6:2006. The
3、 UK participation in its preparation was entrusted to Technical Committee B/552, Spectator facilities. A list of organizations represented on B/552 can be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of a contract. Users are responsi
4、ble for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. Amendments issued since publication Amd. No. DateComments Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NO
5、RME EUROPENNE EUROPISCHE NORM EN 13200-6 August 2006 ICS 97.040.10; 97.200.10; 97.220.10 English Version Spectator facilities - Part 6: Demountable (temporary) stands Installations pour spectateurs - Partie 6: Tribunes (temporaires) dmontables Zuschaueranlagen - Teil 6: Demontierbare (provisorische)
6、 Tribnen This European Standard was approved by CEN on 12 July 2006. 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 bibliographic
7、al references concerning such national standards may be obtained 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 translation under the responsibility of a CEN m
8、ember into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, L
9、ithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels
10、2006 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13200-6:2006: E Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 2 Contents Page Foreword3 Introducti
11、on.4 1 Scope 5 2 Normative references5 3 Terms and definitions .5 4 Materials requirements .7 5 Design.8 5.1 General8 5.2 Sightlines8 5.3 Basic specification 8 5.3.1 General8 5.3.2 Row depth.9 5.4 Loading.9 5.4.1 Self weight9 5.4.2 Imposed vertical loads9 5.4.3 Isolated loads.10 5.4.4 Horizontal loa
12、ds.10 5.4.5 Wind loading 10 5.5 Provision for people with disabilities11 5.6 Protection against falling12 5.7 Demountable standing accommodation .13 Annex A (informative) Procurement, erection and dismantling of demountable (temporary) stands .15 A.1 General15 A.2 Principal responsibilities 15 A.3 S
13、pecification of requirements16 A.4 Ground and site conditions16 A.5 Erection.16 A.6 Inspection.17 A.7 Dismantling 17 Bibliography18 Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 3 Foreword This document (EN 13200-6:2006
14、) 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 the latest by February 2007, and conflictin
15、g national standards shall be withdrawn at the latest by February 2007. The European standard with the general title “Spectator facilities” is divided into six parts: EN 13200-1:2003 Spectator facilities Part 1: Layout criteria for spectator viewing area - Specification CEN/TR 13200-2 Spectator faci
16、lities Layout criteria of service area Part 2: Characteristics and national situations EN 13200-3 Spectator facilities Part 3: Separating elements Requirements prEN 13200-4 Spectator facilities Part 4: Seats Product Characteristics EN 13200-5 Spectator facilities Part 5: Telescopic stands EN 13200-6
17、 Spectator facilities Part 6: Demountable (temporary) stands 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 Republic, Denmark, Estonia, Finland, France,
18、Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Cop
19、y, (c) BSI EN 13200-6:2006 (E) 4 Introduction This European Standard 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 recomm
20、ended values for dimensions are occasionally presented. 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 m
21、ay be applicable due to existing national regulations or the equivalent. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 5 1 Scope This European standard specifies product characteristics for demountable (temporary) stand
22、s at permanent or temporary entertainment venues including sports stadiums, sport halls and indoor and outdoor facilities. Stands in fairground and amusement parks are excluded from this standard (see EN 13814). 2 Normative references The following referenced documents are indispensable for the appl
23、ication 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 1991-1-1, Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads
24、 for buildings EN 1991-1-4, Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions EN 13200-1:2003, Spectator facilities - Part 1: Layout criteria for spectator viewing area - Specification EN 13200-3, Spectator facilities Part 3: Separating elements Requirements 3 Terms and de
25、finitions For the purposes of this European Standard, the terms and definitions given in 13200-1:2003 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 and deployed in vario
26、us 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 ensures that the basis of design may be clearly understood and from which all design criteria can
27、 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 Licensed Copy: sheffieldun sheffieldun, na, Mon
28、 Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 6 3.5 riser vertical component between one row and another row or landing above or below it (see Figure 1) Key 1 riser 2 row depth Figure 1 Riser 3.6 row depth horizontal distance between successive risers (see Figure 1)
29、 3.7 seat-way clearway clear space measured at right angles between perpendiculars as shown in the following sketches. In all the following cases the minimum value of the seat-way E is 350 mm and the recommended minimum value is 400 mm (see Figure 2) Licensed Copy: sheffieldun sheffieldun, na, Mon O
30、ct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 7 Key E Clearway Figure 2 Seat-way 3.8 tread horizontal component of a step 3.9 vomitory access route built into the gradient of a stand which directly links spectator accommodation with routes for ingress, egress or emerg
31、ency evacuation 4 Materials requirements Demountable (temporary) stands incorporate elements from a range of materials including steel, aluminium, timber, plywood, paints and plastic components. Where materials, components and methods of design and construction are not specifically covered by CEN St
32、andards, 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. Alternatively, a test assembly should be built to test the structure, Licensed Copy: sheffieldun
33、 sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 8 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
34、 Design 5.1 General Demountable stands 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. De
35、mountable (temporary) stands are used 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 fo
36、r the spectator body. Viewing standards 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 ing
37、ress and egress of spectators. Protective barriers on 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 ar
38、e required by applicable national standards. 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
39、 load. For demountable stands manufactured 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 resultin
40、g from the installation of temporary seating do not meet the standards required for permanent seating the matter should be dealt with by a risk assessment made by the manufacturer. 5.3 Basic specification 5.3.1 General Where demountable stands are used outdoors and in the absence of applicable natio
41、nal standards, the spectator body should be able to reach a place of relative safety in eight minutes. 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 travel distance shall be measured
42、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 unit behind when the seat is i
43、n the upright position. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 06:48:42 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13200-6:2006 (E) 9 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 s
44、eats with arms. In tiered seating blocks the riser height of steps in passageways should not exceed 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 wit
45、h connecting stairs. Closed risers are preferred and should be designed to minimise any tripping 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 kno
46、wn weights of the material used. 5.4.2 Imposed vertical loads EN 1991-1-1 considers various categories 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 values are given in bold numbers
47、. Category C concerns Areas where people may congregate. Category C2 concerns areas with fixed seats. The imposed loading range is: Uniformly distributed load 3,0 to 4,0 kN/m2. Category C5 concerns areas susceptible to overcrowding and includes stands; the imposed loading range is: Uniformly distrib
48、uted load 5,0 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 load models may include dynamic effects if there is no risk of reson
49、ance or other significant dynamic response of the structure (see Eurocodes Standards). Overcrowding is considered to be greater spectator occupancy of a space than would arise during expected use. Concentrated loading can arise from spectators jumping from a standing position on seats and may need to be considered as a design requirement. EN 1991-1-1 gives concentrated loads and their manner of application for categories C2 and C5. It is considered that in many ca