EN 16002-2010 en Flexible sheets for waterproofing - Determination of the resistance to wind load of mechanically fastened flexible sheets for roof waterproofing《防水柔性板 屋面防水机械固定柔性板的.pdf

《EN 16002-2010 en Flexible sheets for waterproofing - Determination of the resistance to wind load of mechanically fastened flexible sheets for roof waterproofing《防水柔性板 屋面防水机械固定柔性板的.pdf》由会员分享，可在线阅读，更多相关《EN 16002-2010 en Flexible sheets for waterproofing - Determination of the resistance to wind load of mechanically fastened flexible sheets for roof waterproofing《防水柔性板 屋面防水机械固定柔性板的.pdf（20页珍藏版）》请在麦多课文档分享上搜索。

1、BS EN 16002:2010ICS 91.100.50NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDFlexible sheets forwaterproofing Determination of theresistance to windload of mechanicallyfastened flexible sheetsfor roof waterproofingThis British Standardwas published under theauth

2、ority of the StandardsPolicy and StrategyCommittee on 30 June2010 BSI 2010ISBN 978 0 580 68721 1Amendments/corrigenda issued since publicationDate CommentsBS EN 16002:2010National forewordThis British Standard is the UK implementation of EN 16002:2010.The UK participation in its preparation was entr

3、usted to TechnicalCommittee B/546, Flexible sheets for waterproofing and water vapourcontrol.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible

4、for its correct application.Compliance with a British Standard cannot confer immunityfrom legal obligations.BS EN 16002:2010EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 16002 May 2010 ICS 91.100.50 English Version Flexible sheets for waterproofing - Determination of the resistance to wind lo

5、ad of mechanically fastened flexible sheets for roof waterproofing Feuilles souples dtanchit - Feuilles bitumineuses, en plastique et en caoutchouc destines assurer ltanchit des toitures - Dtermination de la rsistance larrachement au vent Abdichtungsbahnen - Bestimmung des Widerstandes gegen Windlas

6、t von mechanisch befestigten Dachabdichtungsbahnen This European Standard was approved by CEN on 23 April 2010. 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 alt

7、eration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN 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 tr

8、anslation under the responsibility of a CEN member into its own language and notified to the CEN 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, Fr

9、ance, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, 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

10、FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 16002:2010: EBS EN 16002:2010EN 16002:2010 (E) 2 Contents Page Foreword 3Introduction .41 Scope 52 Normative refer

11、ences 53 Terms and definitions .54 Symbols and abbreviations 65 Sampling .76 Test conditions 77 Apparatus and additional devices .77.1 Pressure (vacuum) chamber 77.2 Fan including control and recording system 77.2.1 Fan and controlling equipment 77.2.2 Pressure measurement device .77.2.3 Thermometer

12、 87.2.4 Chronometer 87.2.5 Time and pressure measurement and registration device 87.3 Calibration 88 Test specimen 88.1 General 88.2 Dimensions of the test area 88.3 Flexible sheets 108.4 Insulation . 108.5 Vapour control layers . 108.6 Structural deck 109 Testing . 109.1 Test procedure 109.2 Load/t

13、ime diagram of the gust 109.3 Installation of the pressure chamber 139.4 Application of the pressure . 139.5 Registration of test results 1410 Evaluation and expression of results . 1410.1 Calculation characteristic load 1410.2 Factor Ca1510.3 Factor Cd1511 Application rules . 1611.1 General . 1611.

14、2 Substrate . 1611.3 Vapour control layer . 1612 Test report . 16BS EN 16002:2010EN 16002:2010 (E) 3 Foreword This document (EN 16002:2010) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which is held by BSI. This European Standard shall b

15、e given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by November 2010, and conflicting national standards shall be withdrawn at the latest by November 2010. Attention is drawn to the possibility that some of the elements of this docum

16、ent may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. According to the CEN/CENELEC Inter

17、nal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxemb

18、ourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. BS EN 16002:2010EN 16002:2010 (E) 4 Introduction The test is performed on a standard test configuration, i.e. a load-bearing structure, a layer of insulation material a

19、nd the mechanically fastened membrane(s). For the determination of the performance of the mechanical fastening system (fastener and washer), with or without possible substrates, ETAG 006:2000, Annex D may be used. The suppliers of these mechanical fastening systems should provide the required inform

20、ation. For the calculation of the performance of wind load resistance of the whole roof, see the relevant national and/or international standards. The result of this standard is the resistance to wind load of the flexible sheet expressed as the characteristic load per fastener. Safety factors may be

21、 defined by national regulation and/or within European or national application documents. In principle, the test apparatus may also be used to assess (partially) bonded flexible sheets, but some modifications and additional guidance are needed. This is the reason to limit the scope of this standard

22、to mechanically fastened sheets only. BS EN 16002:2010EN 16002:2010 (E) 5 1 Scope This European Standard specifies a test method to determine the resistance to wind load of mechanically fastened flexible sheets for roof waterproofing. The assessment is limited to the performance of the mechanically

23、fastened flexible sheets only. The test method does not include the determination of the performance of the mechanical fastener and/or the combination of the mechanical fastener and the substrate. 2 Normative references The following referenced documents are indispensable for the application of this

24、 document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10346:2009, Continuously hot-dip coated steel flat products Technical delivery conditions EN 13162, Thermal insulation product

25、s for buildings Factory made mineral wool (MW) products Specification EN 13416, Flexible sheets for waterproofing Bitumen, plastic and rubber sheets for roof waterproofing Rules for sampling EN 13707:2004+A2:2009, Flexible sheets for waterproofing Reinforced bitumen sheets for roof waterproofing Def

26、initions and characteristics EN 13956:2005, Flexible sheet for waterproofing Plastic and rubber sheets for roof waterproofing Definitions and characteristics ETAG 006:2000, Guideline for European Technical Approval systems of systems mechanically fastened flexible roof waterproofing membranes 3 Term

27、s and definitions For the purposes of this document, the terms and definitions given in EN 13707:2004+A2:2009 and EN 13956:2005 and the following apply. 3.1 fastener object to fasten the flexible sheet to a structural deck NOTE A fastener may be made of a washer, a metal sleeve and a screw or of a p

28、lastic washer with an integrated sleeve and a metal shank. 3.2 fastening system assembly of components intended to secure a waterproofing system to the structural deck by means of point fasteners or linear fasteners NOTE Whilst primarily intended to secure the covering against wind uplift forces, th

29、e system may contribute to securing intermediate layers such as thermal insulation, vapour control layers, etc. 3.3 jointing technique sealing of at least two layers of flexible sheets for roof waterproofing BS EN 16002:2010EN 16002:2010 (E) 6 NOTE This may be done by e.g. bond (torch, adhesive) or

30、welding (hot air, chemicals). 3.4 linear fastener continuous strip or lath perforated by point fasteners intended to secure the flexible sheets for roof waterproofing in the general area of the roof and/or at its perimeter NOTE The strip or lath is commonly made of metal. 3.5 point fastener shaft, i

31、n form of a screw, nail or expanding anchor, together with a disc-shaped washer or collar NOTE Forces may be transmitted to the fastener by the clamping action of the washer or by bond between a plastic surface on the washer and a plastic roof covering, or by other means. 3.6 test specimen represent

32、ative part of the roof, consisting of one or more layers of flexible sheet for roof waterproofing, an insulation layer and a structural deck 3.7 structural deck roofing panel which has to transfer both permanent and variable loads to the other construction parts of the roof or building 3.8 vapour co

33、ntrol layer sheet used to limit the transportation of water vapour into any part of the roof 4 Symbols and abbreviations For the purposes of this document, the following symbols apply. Unit Aiarea of influence of the fastener mm2a maximum spacing between rows of fasteners mm b maximum spacing betwee

34、n individual fasteners in a row mm Cageometric correction factor - Cdstatistical correction factor - g number of gusts, specified for each “proportional“ peak load in a cycle - i proportional part of P100%;n% l length of the test area inside the pressure chamber mm m width of the test area inside th

35、e pressure chamber mm nfnumber of cycles before failure - Paapplied pressure during the gust kPa Pipeak pressure during the gust kPa Ptestpeak pressure of the cycle preceding the cycle of failure kPa P100%;npeak pressure in the pressure chamber during cycle (n) kPa BS EN 16002:2010EN 16002:2010 (E)

36、7 t time s Wa applied load per fastener N Wcharcharacteristic load for the resistance to wind uplift per mechanical fastener N Wi peak load per fastener N W100%;npeak load per fastener of cycle (n) with n = 1, 2, 3, , nfN number of spaces between rows of fasteners - number of spaces between fastener

37、s - 5 Sampling The flexible sheets for roof waterproofing shall be sampled according to EN 13416. All additional materials to construct the test specimen such as fasteners, insulation, substrate, vapour control layers, shall be according to the sampling requirements of the relevant European harmonis

38、ed technical specifications. If these specifications are not available, then sampling shall be done according to the instructions of the applicant. 6 Test conditions The test specimen and the apparatus shall be conditioned for at least 16 h in an environment of (23 5) C prior to the test and used un

39、der the same conditions. 7 Apparatus and additional devices 7.1 Pressure (vacuum) chamber The internal length and width of the pressure chamber shall be according to 8.2. The height of the pressure chamber shall be such that the applied pressure is equally distributed and not affected by deformation

40、s of the test specimen. The pressure chamber shall be provided with one or more windows in such a way that the test specimen can be observed during testing. The pressure chamber shall be capable of resisting a suction pressure of 10 kPa. It shall be possible to create an airtight seal between the te

41、st specimen and the pressure chamber. 7.2 Fan including control and recording system 7.2.1 Fan and controlling equipment The combination of the fan and the controlling equipment (e.g. valve) shall be capable of producing the dynamic load cycles, as defined in 9.4. 7.2.2 Pressure measurement device T

42、he pressure measurement device shall have a measurement tolerance less than or equal to 1 % in combination with the registration apparatus used. NOTE The best attainable accuracy of measurement is 0,02 kPa, being the accuracy of measurement of the pressure gauge. BS EN 16002:2010EN 16002:2010 (E) 8

43、7.2.3 Thermometer The thermometer shall be capable of measuring between at least 0 C up to 30 C with a measurement tolerance less than or equal to 1 C in combination with the registration apparatus used. The thermometer shall be placed at a maximum distance of 0,2 m from the test rig. The thermomete

44、r shall be placed on the same level as the test rig with a maximum tolerance of 0,2 m. 7.2.4 Chronometer The chronometer shall be capable of measuring within a range of at least 60 s and have a measurement tolerance less than or equal to 0,1 s in combination with the registration apparatus used. 7.2

45、.5 Time and pressure measurement and registration device The pressure registration device shall be capable of registering and storing the pressure level every 0,1 s during the whole test period. NOTE 1 This is necessary to prove that the load/time curve as described in Figure 3 has been applied. The

46、 time and pressure measurement and registration device shall be capable of measuring pressure, with an accuracy of measurement less than or equal to 1 % in combination with the reading equipment. NOTE 2 Guidance on the calibration procedure is given in 7.3. 7.3 Calibration The calibration of the tes

47、t equipment shall be carried out at a suction pressure (Pi) of 3 kPa generating a load/time diagram according to Figure 3a) and 6 kPa generating a load/time diagram according to Figure 3b), on a rigid structure with a time tolerance of 0,1 s. 8 Test specimen 8.1 General The number of test specimens

48、shall be one. The dimensions of the test specimen shall be such that it fits the pressure chamber. During the test procedure, the test specimen shall have a pitch of (0 2) or a pitch of (90 2). The test specimen shall have at least 3 rows of fasteners. 8.2 Dimensions of the test area The minimum eff

49、ective test area of the test specimen for the wind uplift test shall be 2 m 2 m. In case one dimension is less than 2 m the area of the test specimen shall at least be 8 m2. NOTE 1 The effective test area is equal to the internal dimensions of the pressure chamber. The dimensions of the test area shall be according to: 200+ al with 1 (1) 400+ bm with 3 in case = 2 and 2 in case 2 (2) BS EN 16002:2010EN 16002:2010 (E) 9 ml