SIST EN 13200-3:2006
(Main)Spectator facilities - Part 3: Separating elements - Requirements
Spectator facilities - Part 3: Separating elements - Requirements
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, sport 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 (5.2)
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 (5.11)
Zuschaueranlagen - Teil 3: Abschrankungen - Anforderungen
Diese Europäische Norm legt Konstruktionsanforderungen bezüglich der räumlichen Anordnung sowie Produktmerkmale von Abschrankungen innerhalb von Zuschauerbereichen an ortsfesten und provisorischen Veranstaltungsorten einschließlich Sportstadien, Sporthallen sowie Einrichtungen in Gebäuden und im Freien fest, um deren Funktionalität sicherzustellen.
Andere ortsfeste Veranstaltungsorte wie zum Beispiel Theater, Kinos, Opernhäuser, Vorlesungssäle und Ähnliches werden in dieser Norm nicht behandelt.
Folgende Abschrankungen und Absperrungen sind in der vorliegenden Norm enthalten:
Absperrungen zum Außenbereich (5.2);
Absperrungen für den Aktionsbereich (5.3);
Abtrennungen (5.4);
Wellenbrecher (5.5);
Absperrungen vor und hinter Sitzplätzen (5.6);
Absperrungen auf Zuschauerrängen (5.7);
Zugänge und Drehkreuze (5.8);
Ausgangstüren und tore (5.9);
Zeitlich begrenzte Absperrungen (5.10);
Absperrungen vor Bühnen (5.11).
Installations pour spectateurs - Partie 3: Eléments de séparation - Exigences
La présente Norme européenne spécifie les exigences de conception relatives a l’aménagement et aux caractéristiques de produit concernant les éléments de séparation dans les installations pour spectateurs en des lieux de divertissement permanents ou temporaires, y compris les stades sportifs, les salles de sport, les installations intérieures et les installations extérieures, l’objectif visé étant d’en assurer la fonctionnalité.
Les autres installations permanentes, comme les théâtres, salles de cinéma, opéras, amphithéâtres et autres salles similaires, ne relevent pas de la présente norme.
Les éléments de séparation et barrieres relevant de la présente norme sont les suivants :
a) barrieres de périmetre extérieur (5.2) ;
b) barrieres d’espace d’activité (5.3) ;
c) éléments de ségrégation (5.4) ;
d) barrieres de sécurité (5.5) ;
e) barrieres a l’avant et a l’arriere des sieges (5.6) ;
f) barrieres de tribunes (5.7) ;
g) entrées et tourniquets (5.8) ;
h) portes et portails de sortie (5.9) ;
i) barrieres temporaires (5.10) ;
j) barrieres de devant de scene (5.11).
Prostori za gledalce – 3. del: Ločilni elementi – Zahteve
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 13200-3:2006
01-maj-2006
3URVWRUL]DJOHGDOFH±GHO /RþLOQLHOHPHQWL±=DKWHYH
Spectator facilities - Part 3: Separating elements - Requirements
Zuschaueranlagen - Teil 3: Abschrankungen - Anforderungen
Installations pour spectateurs - Partie 3: Eléments de séparation - Exigences
Ta slovenski standard je istoveten z: EN 13200-3:2005
ICS:
91.040.10 Javne stavbe Public buildings
97.200.10 Gledališka, odrska in Theatre, stage and studio
studijska oprema ter delovne equipment
postaje
97.220.10 Športni objekti Sports facilities
SIST EN 13200-3:2006 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 13200-3:2006
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SIST EN 13200-3:2006
EUROPEAN STANDARD
EN 13200-3
NORME EUROPÉENNE
EUROPÄISCHE NORM
November 2005
ICS 91.040.10; 97.200.10; 97.220.10
English Version
Spectator facilities - Part 3: Separating elements - Requirements
Installations pour spectateurs - Partie 3: Eléments de Zuschaueranlagen - Teil 3: Abschrankungen -
séparation - Exigences Anforderungen
This European Standard was approved by CEN on 7 October 2005.
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 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 member 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, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,
Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36 B-1050 Brussels
© 2005 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13200-3:2005: E
worldwide for CEN national Members.
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SIST EN 13200-3:2006
EN 13200-3:2005 (E)
Contents Page
Foreword.3
Introduction .4
1 Scope .5
2 Normative references .5
3 Terms and definitions .5
4 General requirements.6
4.1 Preliminary considerations.6
4.2 Barrier design and loading .7
4.3 Design procedures .7
4.4 Barrier heights .7
4.5 Deflection.8
4.6 Fixings .8
4.7 Safety details.8
4.8 Support from adjacent construction.8
4.9 Maintenance .8
4.10 Barriers and sightline considerations .8
5 Specific requirements .8
5.1 General.8
5.2 External perimeter barriers.9
5.3 Activity area barriers .9
5.4 Segregation elements .10
5.5 Crush Barriers.11
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 seating.12
5.7 Barriers in spectator galleries.12
5.8 Ingress and turnstiles .12
5.8.1 The need to count.12
5.8.2 Loads .12
5.9 Exit doors and gates .13
5.9.1 Loads .13
5.10 Temporary barriers.13
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.3.15
A.2 Notes to Table A.1.15
A.3 Notes to Table A.2.16
A.4 Notes to Table A.3.16
Bibliography .19
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SIST EN 13200-3:2006
EN 13200-3:2005 (E)
Foreword
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 the 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 Republic, 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.
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SIST EN 13200-3:2006
EN 13200-3:2005 (E)
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 European Standard minimum and recommended values for dimensions and loadings 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 may be applicable due to
existing national regulations or 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, 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 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 management does not form part of this European Standard.
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SIST EN 13200-3:2006
EN 13200-3:2005 (E)
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, sport 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 (5.2)
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 (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, Spectator 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 element 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 spectator’s service area (see EN 13200-1:2003, Figure A.1)
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EN 13200-3:2005 (E)
3.3
activity 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 appropriate 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 hospitality 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
finished 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
element 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 building 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.
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EN 13200-3:2005 (E)
Where there is a difference in level exceeding 500 mm consideration 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 the 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 falling, 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 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 (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 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 during 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 appropriate 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 material's code of practice. The strength of the barrier shall 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 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 prevent 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).
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EN 13200-3:2005 (E)
In all 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 structurally 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 a single fixing or support is essential to prevent the collapse or failure of a barrier, or of a critical part of a
barrier, the design shall avoid reliance wholly on the pull-out strength of the fixing. Fixing design shall take particular
account of the material into which the fixing is placed, the spacing between fixings, the edge distance, and the position
of any reinforcement.
4.7 Safety details
The finished barrier shall have no sharp edges or projections that may cause injury to persons or damage to clothing
or other objects.
Infill panels and balusters are intended to provide support and protection to the user, and shall be designed to restrain
people without causing additional injury from sharp edges, thin sections, projecting details, etc. (see A.1).
4.8 Support from adjacent construction
Designers shall ensure that any construction or structure acting as support for barriers is of adequate strength and
stability to sustain all applied loads safely without excessive stress, deflection or distortion.
4.9 Maintenance
The design shall provide the safe maintenance of barriers. Consideration shall be given to the possibility of tampering
or vandalism.
4.10 Barriers and sightline considerations
All spectators viewing areas shall have a clear, unobstructed view of the whole activity area, as defined in EN 13200-1.
NOTE It is recognised that even barriers meeting the height requirements listed in 4.4 may obstruct sightlines.
5 Specific requirements
5.1 General
The requirements for design and loading for all barriers is given in Table A.1, A.2 and A.3. This section is additionally
concerned with barriers in the following locations:
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EN 13200-3:2005 (E)
5.2 External perimeter barriers
External perimeter barriers subjected to crowd loading at sports ground may includ
...
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