DIN EN 12316-2-2013 Flexible sheets for waterproofing - Determination of peel resistance of joints - Part 2 Plastic and rubber sheets for roof waterproofing German version EN 12316.pdf

《DIN EN 12316-2-2013 Flexible sheets for waterproofing - Determination of peel resistance of joints - Part 2 Plastic and rubber sheets for roof waterproofing German version EN 12316.pdf》由会员分享，可在线阅读，更多相关《DIN EN 12316-2-2013 Flexible sheets for waterproofing - Determination of peel resistance of joints - Part 2 Plastic and rubber sheets for roof waterproofing German version EN 12316.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、August 2013 Translation by DIN-Sprachendienst.English price group 8No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS

2、91.100.50!%(2=“2051526www.din.deDDIN EN 12316-2Flexible sheets for waterproofing Determination of peel resistance of joints Part 2: Plastic and rubber sheets for roof waterproofing;English version EN 12316-2:2013,English translation of DIN EN 12316-2:2013-08Abdichtungsbahnen Bestimmung des Schlwider

3、standes der Fgenhte Teil 2: Kunststoff- und Elastomerbahnen fr Dachabdichtungen;Englische Fassung EN 12316-2:2013,Englische bersetzung von DIN EN 12316-2:2013-08Feuilles souples dtanchit Dtermination de la rsistance au pelage des joints Partie 2: Feuilles dtanchit de toiture plastiques et lastomres;

4、Version anglaise EN 12316-2:2013,Traduction anglaise de DIN EN 12316-2:2013-08SupersedesDIN EN 12316-2:2001-01www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.1207.13 DIN EN 12316-2:2013-08 2 A comma is used as the decimal marker. N

5、ational foreword This document (EN 12316-2:2013) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing” (Secretariat: NEN, Netherlands). The responsible German body involved in its preparation was the Normenausschuss Kunststoffe (Plastics Standards Committee), Workin

6、g Committee NA 054-04-03 AA Baubahnen. Amendments This standard differs from DIN EN 12316-2:2001-01 as follows: a) failure modes have been introduced and specifications how to handle results with different modes; b) an estimation of precision has been included; c) Clause 6 “Sampling” has been revise

7、d; d) Clause 7 “Preparation of test pieces and test specimens” has been modified; e) Clause 9 “Expression of results” has been revised; f) Figure 4 has been revised. Previous editions DIN 16935: 1971-05 DIN 16937: 1971-05 DIN 16938: 1971-05 DIN 16730: 1976-05 DIN 16731: 1976-05 DIN 16732-1: 1976-05

8、DIN 16732-2: 1976-05 DIN 16734: 1979-12 DIN 16726: 1986-12 DIN EN 12316-2: 2001-01 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12316-2 June 2013 ICS 91.100.50 Supersedes EN 12316-2:2000English Version Flexible sheets for waterproofing - Determination of peel resistance of joints - Part 2: P

9、lastic and rubber sheets for roof waterproofing Feuilles souples dtanchit - Dtermination de la rsistance au pelage des joints - Partie 2: Feuilles dtanchit de toiture plastiques et lastomres Abdichtungsbahnen - Bestimmung des Schlwiderstandes der Fgenhte - Teil 2: Kunststoff- und Elastomerbahnen fr

10、Dachabdichtungen This European Standard was approved by CEN on 28 March 2013. 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 bibl

11、iographical references concerning such national standards may be obtained on application to the CEN-CENELEC 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 translation under the respon

12、sibility of a CEN member into its own language and notified to the CEN-CENELEC 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, Former Yugoslav Repu

13、blic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMA

14、LISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12316-2:2013: EEN 12316-2:2013 (E) 2 Contents Page Foreword 3 Introduction .4 1 Scope

15、 5 2 Normative references 5 3 Terms and definitions .5 4 Principle 5 5 Apparatus .5 6 Sampling .6 7 Preparation of test pieces and test specimens 7 8 Procedure .7 9 Expression of results 8 10 Test report 9 DIN EN 12316-2:2013-08 EN 12316-2:2013 (E) 3 Foreword This document (EN 12316-2:2013) has been

16、 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 publication of an identical text or by endorsement, at the latest by December 2013, and conflic

17、ting national standards shall be withdrawn at the latest by December 2013. Attention is drawn to the possibility 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 docume

18、nt has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. This document supersedes EN 12316-2:2000. This document has been technically and editorially revised to include the following: introduction of failure modes and how to handle results

19、 with different modes; estimation of precision. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Fo

20、rmer Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 12316-2:2013-08 EN 12316-2:2013

21、(E) 4 Introduction This European Standard is intended for characterisation of plastic and rubber sheets as manufactured or supplied before use. This test method relates to products, or to their components where appropriate, and not to waterproofing membrane systems composed of such products and inst

22、alled in the works. This test is intended to be used in conjunction with European Standards for plastic and rubber sheets for waterproofing. DIN EN 12316-2:2013-08 EN 12316-2:2013 (E) 5 1 Scope This European Standard specifies a method for determining the resistance to peeling of joints between two

23、adjacent sheets of the same plastic or rubber sheets for waterproofing. This test method will be used mainly for testing the joints in mechanically fastened plastic or rubber sheets for waterproofing. The peel strength characterises the optimum joint strength which can be reached for a membrane and

24、a joint technique under laboratory conditions. On roofs the joint strength could be clearly reduced due to the non-optimal conditions (e.g. pressure, temperature, humidity, pollution, workmanship). The requirement for the joint technique at the site is to ensure a permanently tight joint. 2 Normativ

25、e references The 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 referenced document (including any amendments) app

26、lies. EN ISO 7500-1, Metallic materials Verification of static uniaxial testing machines Part 1: Tension/ compression testing machines Verification and calibration of the force-measuring system (ISO 7500-1) EN 13416, Flexible sheets for waterproofing Bitumen, plastic and rubber sheets for roof water

27、proofing Rules for sampling 3 Terms and definitions For the purpose of this document, the following terms and definitions apply. 3.1 peel resistance tensile force required to completely separate a prepared joint test specimen by peeling 4 Principle The principle of the test is to pull a test specime

28、n to peel a joint at a constant speed until it breaks. The tensile force is continuously recorded throughout the test. 5 Apparatus Tensile testing machine equipped with a continuous recording of force and corresponding extension and capable of maintaining uniform speed of grip separation as specifie

29、d below. Tensile testing machine shall have a sufficient loading capacity and a grip separation speed of (100 10) mm/min. The width of grips shall not be less than 50 mm. The tensile testing machine shall be equipped with grips of a type which maintain or increase the clamping pressure as a function

30、 of the increase of the force applied to the test specimen. The test specimen shall be held so that it does not slip in the grips more than 2 mm. DIN EN 12316-2:2013-08 EN 12316-2:2013 (E) 6 The method of gripping shall not induce premature rupture close to the grips. The force measuring system shal

31、l meet at least Class 2 of EN ISO 7500-1 (i.e. 2%). 6 Sampling Samples shall be taken in accordance with EN 13416. Dimensions in millimetres Key w width of joint Figure 1 - Preparation of specimen from specially made side and end laps Dimensions in millimetres Key 1 grip w width of joint Figure 2 -

32、Peel strength testing of side and end laps DIN EN 12316-2:2013-08 EN 12316-2:2013 (E) 7 7 Preparation of test pieces and test specimens Test pieces of the sheet are joined by the method(s) to be used for installation as recommended by the manufacturer. After jointing, the test piece shall be conditi

33、oned for a minimum of 16 h at (23 2) C before testing unless the manufacturer recommends differently. From each of these joint test pieces, five rectangular test specimens (50 1) mm wide shall be cut, perpendicular to the joint (see Figure 1). They shall have such a length, that the ends of the spec

34、imen fill the grips and that the complete overlap can be tested perpendicular to joint (see Figure 2). Rectangular joint test specimens shall be prepared representing all possibilities of jointing according to the way(s) to be used for installation. The number of specimens tested is five per set. 8

35、Procedure The test specimen shall be firmly held in the grips of the tensile testing machine, taking care that the longitudinal axis of the test specimen, the axis of the tensile testing machine and the grips are correctly aligned. The clear distance between the grips shall be (100 5) mm (see Figure

36、 2). No preload will be applied. The test is carried out on a test specimen at a temperature of (23 2) C and at a constant separating speed for the grips of (100 10) mm/min. The applied force and extension shall be recorded continuously until the test specimen separates. The mode of failure of the j

37、oint shall be recorded. The modes of failure are classified in three classes A, B, C or combinations of them (see Figure 3). A - Peeling of the joint B - Break outside of the joint DIN EN 12316-2:2013-08 EN 12316-2:2013 (E) 8 C - Delamination of sheet. In this case the area of delamination has to be

38、 more than 5 % of the joint area. Figure 3 Mode of failure 9 Expression of results 9.1 Jointing information State all relevant information on the formation and the conditioning of the joint. 9.2 Evaluation 9.2.1 General A force extension graph shall be drawn up. Disregard any test result where the t

39、est specimen breaks less than 10 mm from the grips or slips by more than the permitted limit within the grips of the tensile testing machine, and retest with a replacement specimen. The mode of failure of each specimen has to be reported in accordance to Clause 8. An average of all specimens can onl

40、y be calculated if the failure mode is identical for all specimens. If different failure modes occur, only evaluation in accordance to the main failure mode has to be reported. 9.2.2 Maximum peel resistance If a majority of the specimens do not show failure mode A (i.e. a majority of the specimens s

41、how either failure mode B or C or combination of both) and the maximum force detected is more than 100 N/50 mm, then the maximum peel resistance has to be evaluated. In this case, no value for the resistance should be reported. Only the classification “no failure of the joint” has to be reported. Th

42、is is the best possible joint. This evaluation applies if, for a majority of the specimens, “no failure of the joint” occurs. 9.2.3 Average peel resistance (relevant only if peel fully occurs) If a majority of the specimens show failure mode A, then the average peel resistance has to be evaluated. A

43、t least the first and last quarter of the graph shall not be included when calculating the average peel resistance of the test specimen. An average value of the force is calculated on the remaining section by determination of ten equidistant values and is expressed as N/50 mm (see Figure 4). DIN EN

44、12316-2:2013-08 EN 12316-2:2013 (E) 9 Key 1 maximum peel force a points to be evaluated Y force axis X extension axis Figure 4 - Graph for calculating the peel resistance (example) The purpose of the evaluation method specified here is to calculate an average peel resistance value, which corresponds

45、 to the mean value of the forces acting on the test specimen at certain specified times during testing. This method also permits an evaluation to be carried out if the graphs do not feature any distinctive peaks. This can occur when testing some bonded materials. It should be noted that the results

46、could vary, depending on the direction in which the test specimens are taken. 9.3 Calculations If a majority of the specimens show failure mode A then calculate the results for specimens with failure mode A, the peel resistance as the mean (using the maximum or average peel force as occurs for each

47、specimen) expressed in N/50 mm. State the peel resistance to the nearest Newton with the corresponding standard deviation. If the maximum peel resistance is evaluated, no calculation is needed. 9.4 Precision of the test method As estimated by accredited laboratories the scattering due to the uncerta

48、inty in measurement based on a single value evaluation (force, width) is about 10 %. 10 Test report The test report shall include the following information: a) reference to this European Standard (EN 12316-2) and any deviation from it; b) all details necessary to identify the product tested; c) information on sampling in accordance with Clause 6; d) details of preparation of the test specimen in accordance with Clause 7; DIN EN 12316-2:2013-08 EN 12316-2:2013 (E) 10 e) test results in accord