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1、BRITISH STANDARD BS EN 13782:2005 Temporary structures Tents Safety The European Standard EN 13782:2005 has the status of a British Standard ICS 91.040.99 ? BS EN 13782:2005 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 23 December 2005 BSI
2、 23 December 2005 ISBN 0 580 46997 2 National foreword This British Standard is the official English language version of EN 13782:2005. The UK participation in its preparation was entrusted to Technical Committee MCE/3/4, Fairground and amusement park machinery and structures Safety, which has the r
3、esponsibility to: aid enquirers to understand 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. A l
4、ist of organizations represented on this committee can be obtained on request to its secretary. Cross-references The 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 Stand
5、ards Correspondence Index”, or by using the “Search” facility of the BSI Electronic 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
6、 does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 43 and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments is
7、sued since publication Amd. No. DateComments EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13782 November 2005 ICS 91.040.99 English Version Temporary structures - Tents - Safety Structures temporaires - Tentes - ScuritFliegende Bauten - Zelte - Sicherheit This European Standard was approved
8、by CEN on 19 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 sta
9、ndards 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 t
10、o 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,
11、Norway, Poland, Portugal, 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 2005 CENAll rights of exploitation in any form and
12、by any means reserved worldwide for CEN national Members. Ref. No. EN 13782:2005: E EN 13782:2005 (E) 2 Contents Page Foreword 4 Introduction5 1 Scope.6 2 Normative references .6 3 Terms and definitions.7 4 General requirements for design, analysis and examination8 4.1 Design documents8 4.2 Descript
13、ion of construction and operation.8 4.3 Construction drawings.8 5 Principles of numerical analysis8 5.1 Verification 8 5.2 Selection of textile materials9 6 Design actions 10 6.1 General 10 6.2 Permanent actions10 6.3 Conventional load.10 6.4 Variable actions 10 6.5 Seismic forces.15 6.6 Load combin
14、ations.15 7 Verification of stability and equilibrium 16 7.1 General 16 7.2 Verification against overturning, sliding and lifting.17 7.3 Dead load for tent covers.19 7.4 Structures with primary load bearing structure (i.e. roof, truss, tents) 19 7.5 Membrane19 7.6 Verification of load bearing capaci
15、ty of technical textiles and their connections.20 7.7 Safety margin, safeguards .21 7.8 Post tensioning.21 8 Ground anchorages22 8.1 General 22 8.2 Load bearing capacity of weight anchors.22 8.3 Load bearing capacity of rod anchors 22 8.4 Testing of anchors25 9 Other structural components.25 9.1 Cab
16、les, ropes, chains, safety devices.25 9.2 Accessories.27 9.3 Ratchets.27 9.4 Detail connections27 10 Special design and manufacture criteria.27 11 Manufacture and supply.27 11.1 General 27 11.2 Certificates 28 11.3 Observation of the design specification .28 11.4 Description of installation and oper
17、ation procedures .28 12 Examination.28 12.1 General 28 12.2 Qualification28 EN 13782:2005 (E) 3 12.3 Competence 29 13 Procedures for approval, examination and tests .29 13.1 General 29 13.2 Identification29 13.3 Initial approval of tents.29 13.4 Inspection after repair, modification and accidents.30
18、 13.5 Report 30 14 Tent book.30 14.1 General 30 14.2 Content 30 15 Use and operation.31 Annex A (informative) Burning behaviour32 Annex B (informative) Aerodynamic coefficients for round shape tents.36 Annex C (informative) Special design and manufacture criteria 37 C.1 Access to and egress from enc
19、losures, shows and others.37 C.2 Burning behaviour37 C.3 Connection and weldings.37 Annex D (informative) Use and operation.39 D.1 Periodic thorough examination .39 D.2 Installation examination .39 D.3 Escape routes .40 D.4 Stairs40 D.5 Heating and cooking systems40 D.6 Electrical fittings.41 D.7 Fi
20、re extinguishers.41 Bibliography.42 EN 13782:2005 (E) 4 Foreword This European Standard (EN 13782:200:2005) has been prepared by Technical Committee CEN /TC 152, “Fairground and amusement park machinery and structures - Safety“, the secretariat of which is held by UNI. European Standard shall be giv
21、en 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. Within the framework of its programme of work, CEN/TC 152 requested the WG 2 “Tents“ to prep
22、are a European Standard dealing with the safety of tents installed in fairground and amusement parks. 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 Repu
23、blic, 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 13782:2005 (E) 5 Introduction The object of this European Sta
24、ndard is to provide safety requirements for tents. The safety requirements are aimed to safe-guard persons and objects against damage caused by design, manufacturing and operation of these structures. These guidelines have been drawn up according to past experience and risk analysis. Existing nation
25、al rules concerning health and safety of workers remain untouched. EN 13782:2005 (E) 6 1 Scope This European Standard specifies safety requirements which need to be observed at design, calculation, manufacture, installation, maintenance, operation, examination and testing of mobile, temporary instal
26、led tents more than 50 m2 ground area. For tents less than 50 m2 ground area, it is not necessary to produce the tent book (see Clause 14) and the producer will provide a documentation concerning the burning behaviour of the fabrics and the stability of the structure. Two tents can be considered as
27、two tents if the distance between them is more than 5 m except otherwise agreed. These tents are intended to be installed and dismounted repeatedly without loss of substance, temporarily as well as on short term or long-term basis at any places, and multiple purposes. A simplified calculation for te
28、nts with a maximum space of 12 m and a maximum capacity of 300 people is allowed for traditional pole and rope tents. The field of application of this European Standard covers all kind of temporary covered structures. Tents erected for a temporary period and dismantled for use elsewhere in fairgroun
29、ds and amusement parks are covered by this European Standard. The content of this European Standard collects the different existing national regulations and guidelines as far as possible. 2 Normative references The following referenced documents are indispensable for the application of this European
30、 Standard. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 818 (all parts), Short link chain for lifting purposes Safety EN 1677-2, Components for slings Safety Part 2: Forged steel lif
31、ting hooks with latch, Grade 8 EN 1677-5, Components for slings Safety Part 5: Forged steel lifting hooks with latch Grade 4 EN 1991-1-1, Eurocode 1: Actions on structures Part 1-1: General actions Densities, self-weight and imposed loads for buildings EN 1991-1-2, Eurocode 1: Actions on structures
32、Part 1-2: General actions Actions on structures exposed to fire EN 1991-1-3, Eurocode 1 Actions on structures Part 1-3: General actions Snow loads EN 1991-1-4: Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions EN 1997-1, Eurocode 7: Geotechnical design - Part 1: General ru
33、les EN 10204:2004, Metallic products Types of inspection documents EN 12385-1, Steel wire ropes Safety Part 1: General requirements EN 12385-2, Steel wire ropes Safety Part 2: Definitions, designation and classification EN 12385-3, Steel wire ropes Safety Part 3: Information for use and maintenance
34、EN 12385-4, Steel wire ropes Safety Part 4: Stranded ropes for general lifting applications EN 13782:2005 (E) 7 EN 12385-5, Steel wire ropes Safety Part 5: Stranded ropes for lifts EN 12385-6, Steel wire ropes Safety Part 6: Stranded ropes for mine shafts EN 12385-7, Steel wire ropes Safety Part 7:
35、Locked coil ropes for mine shafts EN 12385-8, Steel wire ropes Safety Part 8: Stranded hauling and carrying-hauling ropes for cableway installations designed to carry persons EN 12385-9, Steel wire ropes Safety Part 9: Locked coil carrying ropes for cableway installations designed to carry persons I
36、SO 2602, Statistical interpretation of test results Estimation of the mean Confidence interval 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 tent mobile, temporary installed structure enclosured or open building i.e.: marquee, hang
37、ar, tent-hall, booth, grandstand-cover 3.1.1 tent with primary load-bearing structure tent with load bearing support structured and enclosuring elements 3.1.2 membrane tent tent with a load bearing pre-stressed textile structure with double curved shape, supported by mast and/or cable system 3.1.3 t
38、raditional pole tent tent with centre poles, and extensive use is made of guying to stabilise the fabric covering 3.2 initial approval design and calculation review, verification, examinations and tests executed before granting a permit for tent operation 3.3 modification any alteration of a tent, i
39、ncluding the introduction of a safety critical component or a substitution of a safety critical component which results in a departure from the original design specification 3.4 repair restoration of safety critical components or safety critical assemblies back to the original specification by the m
40、ending of worn, damaged or decayed parts 3.5 maintenance replacement or replenishment of components which are designed to be replaced at specified intervals EN 13782:2005 (E) 8 4 General requirements for design, analysis and examination 4.1 Design documents The design documents shall include informa
41、tion for the verification of the stability, resistance and operating safety, especially a description of the construction and operation, the stability verification and design drawings as well as relevant documents concerning the burning behaviour. The documents shall include all the possible configu
42、rations of the tent. 4.2 Description of construction and operation The tent in particular its design and utilisation and its static system shall be explained in this description. The description shall include details of the particular features of the tents and of any alternative modes of installatio
43、n which may exist, also details of the main dimensions, limitations, design particulars and materials. 4.3 Construction drawings These shall exist for all sub assemblies and individual components, the fracture or failure of which might endanger, the stability or operating safety of the tent. The con
44、struction drawings shall feature all the dimensions and cross section values required for testing and approval, also details of materials, structural components, fasteners and connectors. The construction plans shall comprise the following: general drawings in plan view, elevation and sections, to o
45、ne of the following scales, i.e., 1:100, 1:50 or 1:20. If clearness and readability does not suffice other scales shall be used; detail drawings relating to all the structural subassemblies not clearly discernible on the general drawings, also detail plans of connections and of individual items of s
46、tructural nature which are likely to affect the safety of the tent and of its operation, drawn to a larger scale. 5 Principles of numerical analysis 5.1 Verification 5.1.1. In general, if subsequently not determined differently, the verification shall follow the relevant Part of Eurocode 1 and shall
47、 comprise: limit states analysis (according to theory of 1st or 2nd order); stability limit states analysis, i.e. bar buckling plate and shell buckling; if required, verification of deformation limit states; verification of safety against overturning, sliding and lifting off. 5.1.2 The above mention
48、ed verification shall include the following details, amongst others: design loads, taking into account the possible operating conditions or installations alternatives. Special loads imposed during erection should be recognised; information concerning material and components; main dimensions and cros
49、s section values of all load bearing structural components; EN 13782:2005 (E) 9 determination of the most unfavourable stresses and details relating to the strength of the load bearing structural components and of the fasteners. If calculation seems not sufficient to evaluate limit states of assemblies the analysis may be substituted by testing at an independent testing body. There, the testing body shall commit