1、BRITISH STANDARD BS EN 1365-5:2004 Fire resistance tests for loadbearing elements Part 5: Balconies and walkways The European Standard EN 1365-5:2004 has the status of a British Standard ICS 13.220.50 BS EN 1365-5:2004 This British Standard was published under the authority of the Standards Policy a
2、nd Strategy Committee on 18 November 2004 BSI 18 November 2004 ISBN 0 580 44791 X National foreword This British Standard is the official English language version of EN 1365-5:2004. The UK participation in its preparation was entrusted by Technical Committee FSH/22, Fire resistance tests, to Subcomm
3、ittee FSH/22/7, Test procedures for partitions and walls, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to i
4、n 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 Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of
5、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 understand the text; present to the responsible international/European committee any enquiries on the interpretation, or propo
6、sals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 11 and a back cover. The BSI copyright notice displ
7、ayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM EN13655 November2004 ICS13.220.50 Englishversion FireresistancetestsforloadbearingelementsPart5: Balconiesandwalkways Essaisders
8、istanceaufeudeslmentsporteursPartie 5:Balconsetpasserelles FeuerwiderstandsprfungenfrtragendeBauteileTeil5: BalkoneundLaubengnge ThisEuropeanStandardwasapprovedbyCENon9July2004. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEurope an Standardt
9、hestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheCentralSecretariatortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).Aversioninanyotherlanguagemadebytra ns
10、lation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCentralSecretariathasthesamestatusast heofficial versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,Cyprus,CzechRepublic,Denmark,Estonia,Finland,France, Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lith
11、uania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal, Slovakia, Slovenia,Spain,Sweden,SwitzerlandandUnitedKingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2004CEN Allrightsofexploitationinanyforma
12、ndbyanymeansreserved worldwideforCENnationalMembers. Ref.No.EN13655:2004:EEN 1365-5:2004 (E) 2 Contents page Foreword3 Introduction .4 1 Scope5 2 Normative references5 3 Terms and definitions .5 4 Test equipment7 5 Test conditions7 5.1 Furnace.7 5.2 Loading conditions7 6 Test specimen7 6.1 General7
13、6.2 Size7 6.3 Number.9 6.4 Design.9 6.4.1 General9 6.4.2 Floor9 6.5 Exposure.9 6.6 Construction.9 6.7 Verification.9 7 Installation of test specimen 10 7.1 General10 7.2 Loading and restraint 10 8 Conditioning.10 9 Application of instrumentation.10 9.1 Furnace thermocouples (plate thermometers) .10
14、9.2 Pressure10 9.3 Deflection10 10 Test procedure.10 11 Performance criteria11 12 Test report11 13 Field of direct application of test results 11 EN 1365-5:2004 (E) 3 Foreword This document (EN 1365-5:2004) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings”, the secretari
15、at of which is held by BSI. 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 2005, and conflicting national standards shall be withdrawn at the latest by May 2005. This document has been prepar
16、ed under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of the Construction Products Directive. EN 1365 Fire resistance tests for loadbearing elements consists of the following parts: Part 1: Walls, Part 2: Floors and ro
17、ofs, Part 3: Beams, Part 4: Columns, Part 5: Balconies and walkways, Part 6: Stairs. 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, Es
18、tonia, 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 1365-5:2004 (E) 4 Introduction The purpose of this test is to measure the abil
19、ity of a representative specimen of a balcony or walkway or a part of those to maintain its loadbearing capacity when exposed to fire according to EN 1363-1. Caution The attention of all persons concerned with managing and carrying out this fire resistance test is drawn to the fact that fire testing
20、 can be hazardous and that there is a possibility that toxic and/or harmful smoke and gases can be evolved during the test. Mechanical and operational hazards can also arise during the construction of the test elements or structures, their testing and disposal of test residues. An assessment of all
21、potential hazards and risks to health should be made and safety precautions should be identified and provided. Written safety instructions should be issued. Appropriate training should be given to relevant personnel. Laboratory personnel should ensure that they follow written safety instructions at
22、all times. EN 1365-5:2004 (E) 5 1 Scope This Part of EN 1365 specifies a method for determining the fire resistance, in respect with loadbearing capacity and with no separating function, of: balconies exposed to the fire from either outside or inside the building; and walkways exposed to the fire fr
23、om either outside or inside the building. This standard is used in conjunction with EN 1363-1. 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 ed
24、ition of the referenced document (including any amendments) applies. EN 1363-1:1999, Fire resistance tests Part 1: General requirements. EN 1365-2, Fire resistance tests for loadbearing elements Part 3: Floors and roofs. EN 1365-3, Fire resistance tests for loadbearing elements Part 3: Beams. EN 136
25、5-4, Fire resistance tests for loadbearing elements Part 4: Columns. EN ISO 13943:2000, Fire safety Vocabulary (ISO 13943:2000). 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1363-1:1999 and EN ISO 13943:2000 and the following apply. 3.1 balcony pla
26、tform on the inside or outside of the building, usually balustrated, with access from an upper floor window or door. It may be integrated in the building structure or free standing. It may consist of floor, beams, columns, walls, tension bars and balustrades. It does not serve as a separating buildi
27、ng element 3.2 walkway raised passage or pass for pedestrian access connecting different sections of a building. It may be inside or outside the building and may be integrated in building structure or free standing. It does not serve as a separating building element 3.3 balcony or walkway floor hori
28、zontal loadbearing element 3.4 balustrade railing supported by posts or pillars forming a parapet to a balcony or walkway and designed to prevent the user falling over the side NOTE Examples of sections of different type of balconies and walkways are given in Figure 1. EN 1365-5:2004 (E) 6 Key 1 Bal
29、cony or walkway floor 2 Column 3 Tension bar 4 Balustrade 5 Handrail 6 Baluster Figure 1 Examples of types of balconies and walkways EN 1365-5:2004 (E) 7 4 Test equipment The test equipment shall be as specified in EN 1363-1. 5 Test conditions 5.1 Furnace The heating conditions, the furnace atmosphe
30、re and loading conditions shall conform to those specified in EN 1363-1. When testing balconies, walkways or their components, a pressure of 20 Pa shall be established at the position 100 mm below the underside of the furnace cover slab. 5.2 Loading conditions The test specimen shall be subjected to
31、 loads determined in accordance with EN 1363-1. The determination of the load shall be clearly indicated in the test report. The magnitude and the distribution of the load shall be such that the maximum stresses produced in the test specimen are representative of those in practice. 6 Test specimen 6
32、.1 General The test specimen is the complete balcony or walkway, or part of it, chosen to represent the most onerous conditions of failure. If the fire resistance of a component will not be negatively influenced by the complete system, then the complete balcony or walkway can be represented by a par
33、t of the complete system and tests may be carried out on that part according to EN 1365-3 and/or EN 1365-4. 6.2 Size The test specimen shall be full size unless the actual size is larger than can be accommodated in the furnace. When the actual size cannot be accommodated in the furnace, the height o
34、f the test specimen shall be 3 m and the dimensions (length and width) of a balcony at least 3 m 3 m and of a walkway at least 4 m 3 m. Part of the balcony or walkway shall be tested in a way such that the result is representative for the entire construction. A floor shall be tested with a size as s
35、pecified in EN 1365-3. A column shall be tested with a size as specified in EN 1365-4. A tension member shall be tested as a column with a size as specified in EN 1365-4. A beam shall be tested with a size as specified in EN 1365-3. A balustrade shall be tested with a size as specified in EN 1365-3.
36、 NOTE Examples of testing configurations of a whole balcony or part of it are shown in Figure 2. EN 1365-5:2004 (E) 8 Key 1 Furnace enclosure 2 Loading frame 3 Extension of furnace 4 Test specimen 5 Supporting structure of balcony or walkway (forming enclosure of furnace) 6 Loadbearing column Figure
37、 2 Examples of testing a balcony or a walkway EN 1365-5:2004 (E) 9 6.3 Number For a given set of support, restraint, loading and exposure conditions one test specimen shall be tested. 6.4 Design 6.4.1 General The test specimen shall simulate the conditions of the use of balcony or walkway in practic
38、e. It shall include all construction details, materials and components (including water proofing and drainage system) and shall be supported as in practice. An example of each type of mechanical joint or connection contained within the element for purposes of erection, construction or expansion shal
39、l be incorporated in the test construction, even though such joints may in practice occur at greater centres than the relevant dimension of the test specimen. Different jointing systems shall not be included in a single test specimen, unless it can be shown that they will not interfere with the perf
40、ormance of each other. 6.4.2 Floor The distance between the furnace wall or the associated construction and the nearest side of the beam or joist along the free edges shall be representative of the situation in practice. For a construction with an exposed length/width greater than 3 m containing bea
41、ms, the distance of both edge beams to the nearest centre beams may be reduced. In this case additional loading shall be applied on them to produce stress levels equal to those in the other beams. The connections/junctions of the periphery of the floor with the associated construction shall be carri
42、ed out in accordance with the sponsors instructions. At the free edges of a one-way spanning structure, the peripheral conditions shall allow freedom for deflection. Where in the test configuration the free edges are exposed, where they would not be exposed in practice, these edges shall be sealed w
43、ith mineral wool and/or other materials according to the sponsor. 6.5 Exposure Heating conditions shall be as specified in EN 1363-1. The test specimen shall be exposed to fire in a manner representative of the way it would be exposed in practice. 6.6 Construction The test specimen shall be construc
44、ted as described in EN 1363-1. 6.7 Verification Verification of the test specimen shall be carried out as described in EN 1363-1. EN 1365-5:2004 (E) 10 7 Installation of test specimen 7.1 General The test specimen (a balcony or a walkway, their part or a component) shall be installed in a manner rep
45、resentative of its use in practice. 7.2 Loading and restraint The test specimen representing a balcony or a walkway, or their parts, shall be tested to simulate end use boundary conditions. The magnitude and the distribution of the load shall be such that the maximum stresses produced are representa
46、tive of or higher than those expected in practice. All balconies and walkways or their parts shall be tested to loads determined in accordance with EN 1363-1. When testing total systems load shall be applied uniformly or by a point loading system in accordance with EN 1365-2. For single components,
47、such as columns, loading shall be applied according to the relevant test standards (e.g. EN 1365-4). 8 Conditioning The test specimen shall be conditioned in accordance with EN 1363-1. 9 Application of instrumentation 9.1 Furnace thermocouples (plate thermometers) Plate thermometers shall be provide
48、d in accordance with EN 1363-1. When a complete assembly is tested there shall be at least one for every 1,5 m 2of the outside exposed surface area of the test specimen and additional plate thermometers adjacent to tension bars and columns. The plate thermometers shall be orientated so that side A faces away from the test specimen. For test specimens with less than 6 m 2exposed area, a minimum of four plate thermometers shall be used. 9.2 Pressure The furnace pressure shall be measured at locations with pressure sensors as described in EN 1363-1. 9.3 D
