EN 12691-2018 en Flexible sheets for waterproofing - Bitumen plastic and rubber sheets for roof waterproofing - Determination of resistance to impact.pdf

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1、BSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06Flexible sheets for waterproofing - Bitumen, plastic and rubber sheets for roof waterproofing - Determination of resistance to impactBS EN 12691:2018National forewordThis British Standard is the UK implementation of EN

2、12691:2018. It supersedes BS EN 12691:2006, which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/546, Flexible sheets for waterproofing and water vapour control.A list of organizations represented on this committee can be obtained on request to its secret

3、ary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2018 Published by BSI Standards Limited 2018ISBN 978 0 580 94076 7ICS 91.100.50; 75.140; 83.140.10Compliance with a Britis

4、h Standard cannot confer immunity from legal obligations. This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 March 2018.Amendments/corrigenda issued since publicationDate Text affectedBRITISH STANDARDBS EN 12691:2018EUROPEAN STANDARDNORME EUR

5、OPENNEEUROPISCHE NORMEN 12691February 2018ICS 91.100.50 Supersedes EN 12691:2006EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGCEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2018 CEN Ref. No. EN 12691:2018: EAll rights of exploitat

6、ion in any form and by any means reserved worldwide for CEN national MembersFlexible sheets for waterproofing - Bitumen, plastic and rubber sheets for roof waterproofing - Determination of resistance to impactFeuilles souples dtanchit - Feuilles dtanchit de toitures bitumineuses, plastiques et lasto

7、mres - Dtermination de la rsistance au chocAbdichtungsbahnen - Bitumen-, Kunststoff- und Elastomerbahnen fr Dachabdichtungen - Bestimmung des Widerstandes gegen stoartige BelastungThis European Standard was approved by CEN on 5 December 2017.CEN members are bound to comply with the CEN/CENELEC Inter

8、nal 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 CEN-CENELEC Management Centre or to any

9、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 CEN-CENELEC Management Centre has the same status as the official vers

10、ions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, P

11、oland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.English VersionEN 12691:2018 (E)European forewordThis document (EN 12691:2018) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which

12、 is held by NEN.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 August 2018 and conflicting national standards shall be withdrawn at the latest by August 2018.Attention is drawn to the possibility

13、 that some of the elements of this document 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 supersedes EN 12691:2006.In this revision, Subclause 5.6.2, Aluminium plate (method A) and Subclause 5.6.3, St

14、andard expanded polystyrene panel (method B) are adjusted to the current EN standards and a control value method A is introduced.According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria,

15、Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sw

16、eden, Switzerland, Turkey and the United Kingdom.2BS EN 12691:2018EN 12691:2018 (E)IntroductionThis European Standard is intended for characterization and classification of bitumen, plastic and rubber sheets as manufactured or supplied before use. This test method relates exclusively to products or

17、to their components where appropriate, and not to waterproofing membrane systems composed of such products and installed in the works.This test is intended to be used in conjunction with European Standards “Definitions and characteristics” for bitumen sheets and for plastic and rubber sheets for roo

18、f waterproofing.3BS EN 12691:2018EN 12691:2018 (E)European foreword 2Introduction . 3European foreword 5Introduction . 61 Scope .72 Normative references 73 Terms and definitions .74 Principle 75 Apparatus .75.1 General . 75.2 Stand 75.3 Drop mass and puncturing tool 85.4 Release mechanism . 85.5 Bal

19、last ring 95.6 Support 95.6.1 Methods A and B 95.6.2 Aluminium plate (method A) . 105.6.3 Standard expanded polystyrene panel (method B) 105.7 Counter mass . 105.8 Puncture testing device 116 Sampling .117 Preparation of test specimen .118 Procedure129 Expression of results .1210 Test report 124Cont

20、ents PageBS EN 12691:2018EN 12691:2018 (E)European forewordThis document (EN 12691:2018) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which is held by NEN.This European Standard shall be given the status of a national standard, either by

21、 publication of an identical text or by endorsement, at the latest by August 2018 and conflicting national standards shall be withdrawn at the latest by August 2018.Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELE

22、C shall not be held responsible for identifying any or all such patent rights.This document supersedes EN 12691:2006.In this revision, Subclause 5.6.2, Aluminium plate (method A) and Subclause 5.6.3, Standard expanded polystyrene panel (method B) are adjusted to the current EN standards and a contro

23、l value method A is introduced.According to the CEN-CENELEC Internal 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, Former Yugoslav Rep

24、ublic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.5BS EN 12691:2018EN 12691:2018 (E)IntroductionThi

25、s European Standard is intended for characterization and classification of bitumen, plastic and rubber sheets as manufactured or supplied before use. This test method relates exclusively to products or to their components where appropriate, and not to waterproofing membrane systems composed of such

26、products and installed in the works.This test is intended to be used in conjunction with European Standards “Definitions and characteristics” for bitumen sheets and for plastic and rubber sheets for roof waterproofing.6BS EN 12691:2018EN 12691:2018 (E)1 ScopeThis European Standard specifies a test f

27、or puncture by impact on sheets for roof waterproofing. Mechanical stress on waterproofing sheets ranges from static long-term loads to dynamic short-term loads. This method represents the dynamic category of load where puncture may be caused by impact.This European Standard may also be applied for

28、other purposes of waterproofing.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the reference

29、d document (including any amendments) applies. EN 573-3, Aluminium and aluminium alloys Chemical composition and form of wrought products Part 3: Chemical composition and form of products EN 826, Thermal insulating products for building applications Determination of compression behaviour EN 13163, T

30、hermal insulation products for buildings Factory made expanded polystyrene (EPS) products SpecificationEN 13416, Flexible sheets for waterproofing Bitumen, plastic and rubber sheets for roof waterproofing Rules for sampling3 Terms and definitionsFor the purposes of this document, the following terms

31、 and definitions apply.3.1top surfaceupper side of the sheet as used in-situNOTE It is usually the inside of the roll.4 PrincipleThe test specimen is struck on the top surface of the sheet by a free falling drop mass with a puncturing tool.The test specimen is lying on a hard support (method A) and

32、if required additionally on a soft support (method B). After the impact, the test specimen is tested for leakage.5 Apparatus5.1 GeneralThe testing is performed using a test apparatus, which enables vertically falling of the drop mass and consists of the parts indicated in 5.2 to 5.8 and can be used

33、with a hard support (method A) or a soft support (method B).5.2 StandThe stand can be constructed for free falling of the drop mass or optionally for rail guided falling and should be at least as long (high) as the maximum drop height to be tested (for most practical purposes 2 m will be sufficient)

34、.7BS EN 12691:2018EN 12691:2018 (E)An example for a guide rail for the falling drop mass is given in Figure 1.Dimensions in millimetresKey1 guide rail (slitted square tube e.g.)2 drop massd diameter between 25 mm to 30 mmg gap between 0,5 mm to 1 mmFigure 1 Guide rail and drop mass / cross section (

35、example)5.3 Drop mass and puncturing toolCylindrical steel drop mass with a fixed puncturing tool. The weight of the drop mass including the puncturing tool shall be (500 5) g; the diameter should be preferable between 25 mm to 30 mm.The puncturing tool shall be made according to the following speci

36、fications: formed in steel material and firmly fixed to the drop mass; hardened to 50 HRC; spherical formed with a diameter of (12,7 0,1) mm; shaft diameter of (10 0,1) mm; shaft length about 40 mm.See example in Figure 2.5.4 Release mechanismRelease mechanism (trigger) with a setting device for var

37、iable drop height from 200 mm to at least 2 000 mm in increments of: 50 mm between 200 mm and 500 mm; 100 mm between 500 mm and 1 000 mm; 250 mm for drop heights above 1 000 mm.The drop height is measured from the bottom of the puncturing tool to the surface of the test specimen.8 BS EN 12691:2018EN

38、 12691:2018 (E)Dimensions in millimetresKey1 release mechanism2 drop mass3 puncturing toola length according to total weight of (500 5) gb action: push to releaseFigure 2 Drop mass with puncturing tool and release (for guide rail) (example)5.5 Ballast ringBallast ring in steel with mass of at least

39、2 000 g with inner diameter of approximately 100 mm (see Figure 3).5.6 Support5.6.1 Methods A and Ba) For all products: substrate Al (see 5.6.2);b) For different products (only if required):substrate EPS (see 5.6.3).Type of substrate has to be indicated with the test results.9BS EN 12691:2018EN 1269

40、1:2018 (E)5.6.2 Aluminium plate (method A)Plate of the aluminium alloy EN AW-6082 tempered in accordance with EN 573-3 T6 and the size of 300 mm x 300 mmx 3 mm. The diameter of the remaining impact in the plate is 3,4 0,2 mm after the puncturing tool dropped from 500 mm direct on the plate without a

41、ny membrane (detailed description see chapter 8).NOTE This diameter of the remaining impact specifies the supporting mechanical properties of the aluminium plate and is also influenced by the friction of the rail and the counter mass.5.6.3 Standard expanded polystyrene panel (method B)Standard expan

42、ded polystyrene panel with a cut surface and size of about 300 mm x 300 mm x 50 mm; (EPS-Quality CS(10)150, see EN 13163 with a compressive stress CS(10) between 150 kPa to and 165 kPa in accordance with EN 826).5.7 Counter massCounter mass of minimum 400 mm x 400 mm x 50 mm concrete slab with an ev

43、en and unmarked steel support plate of about 300 mm x 300 mm x 10 mm fixed to the surface of the concrete slab (see Figure 3).Dimensions in millimetresa) Method A b) Method B10 BS EN 12691:2018EN 12691:2018 (E)Key1 ballast ring 2 test specimen3 support (aluminium plate for method A or polystyrene fo

44、r method B)4 steel plate (h = 10 mm) with even and unmarked surface5 concrete counter massFigure 3 Counter mass and ballast ring5.8 Puncture testing deviceVacuum or pressure device for the verification of a possible puncture (see example in Figure 4).Dimensions in millimetresKey1 glass plate2 suppor

45、t3 air permeable layer4 test specimen5 transparent plastic tube (perforated)6 gasketFigure 4 Vacuum device (example)6 SamplingSamples shall be taken in accordance with EN 13416.7 Preparation of test specimenA minimum of five test specimens of at least 150 mm x 150 mm should be taken from different p

46、ositions across the width and the length of the roll excluding 100 mm at the edges.The test specimen shall be cleaned on both sides with filter paper to remove adhered solid remnants and surface dirt.The test specimens shall be conditioned for at least 24 h at the specified test condition.11BS EN 12

47、691:2018EN 12691:2018 (E)8 ProcedureTesting is carried out at a temperature of (23 2) C.For testing, the test specimens shall be placed on the support with the top surface upwards and pressed down by the ballast ring.The test is performed by releasing the drop mass from the drop height to be tested.

48、 The puncturing tool shall hit the centre of the test specimen in the middle of the ballast ring.Preliminary tests can be made to indicate a drop height around which perforation could be expected by increasing/reducing the drop height until perforation is noticed/avoided (increments of drop height s

49、ee 5.4).For every test a new test specimen shall be used and the support shall not be exposed to impact at the same point more than once.That requires for each impact for: method A: to move the aluminium plate for about 25 mm; method B: to move the polystyrene panel for about 50 mm.The main test with one impact on five different test specimens shall not result in more than one puncture. If more than one puncture occurs, the drop height shall be reduced until further impact on five different test specimens does not result i