DIN EN 13587-2017 Bitumen and bituminous binders - Determination of the tensile properties of bituminous binders by the tensile test method German version EN 13587 2016《沥青和沥青粘合剂 用拉.pdf

《DIN EN 13587-2017 Bitumen and bituminous binders - Determination of the tensile properties of bituminous binders by the tensile test method German version EN 13587 2016《沥青和沥青粘合剂 用拉.pdf》由会员分享，可在线阅读，更多相关《DIN EN 13587-2017 Bitumen and bituminous binders - Determination of the tensile properties of bituminous binders by the tensile test method German version EN 13587 2016《沥青和沥青粘合剂 用拉.pdf（15页珍藏版）》请在麦多课文档分享上搜索。

1、February 2017 English price group 10No 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 75.140; 91.100.50!%anh“2627569w

2、ww.din.deDIN EN 13587Bitumen and bituminous binders Determination of the tensile properties of bituminous binders by the tensile test method;English version EN 13587:2016,English translation of DIN EN 13587:2017-02Bitumen und bitumenhaltige Bindemittel Bestimmung der Streckeigenschaften von bitumenh

3、altigen Bindemitteln mit dem Zugprfverfahren;Englische Fassung EN 13587:2016,Englische bersetzung von DIN EN 13587:2017-02Bitumes et liants bitumineux Dtermination des caractristiques de traction des liants bitumineux par la mthode dessai de traction;Version anglaise EN 13587:2016,Traduction anglais

4、e de DIN EN 13587:2017-02SupersedesDIN EN 13587:201010;partially supersedesDIN EN 13703:200403www.beuth.deDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.Document comprises 15 pages 02.17 2 A comma is used as the decimal marker. Nat

5、ional foreword This document (EN 13587:2016) has been prepared by Technical Committee CEN/TC 336 “Bituminous binders” (Secretariat: AFNOR, France). The responsible German bodies involved in its preparation were DIN-Normenausschuss Materialprfung (DIN Standards Committee Materials Testing) and DIN-No

6、rmenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Joint Committee NA 062-03-32 GA Bitumen; Prfverfahren und Anforderungen fr die Bindemittel. The DIN Standard corresponding to the International Standard referred to in this document is as follows: ISO 5725-2:1994 DIN IS

7、O 5725-2:2002-12 Amendments This standard differs from DIN EN 13703:2004-03 and DIN EN 13587:2010-10 as follows: a) terms of DIN EN 13703:2004-03 and DIN EN 13587:2010-10 have been merged and unified; b) deformation energy from DIN EN 13703:2004-03 has been incorporated in this document to simplify

8、its application; c) calculation and expression of results have been incorporated (previously described in DIN EN 13703:2004-03); d) Annex A (normative) for the tensile test has been included (previously described in DIN EN 13703:2004-03); e) documents DIN EN 13587:2010-10 and DIN EN 13703:2004-03 ha

9、ve been merged to simplify the application of the tensile test. Previous editions DIN EN 13587: 2004-03, 2010-10 DIN EN 13703: 2004-03 DIN EN 13587:2017-02 3 National Annex NA (informative) Bibliography DIN ISO 5725-2:2002-12, Accuracy (trueness and precision) of measurement methods and results Part

10、 2: Basic method for the determination of repeatability and reproducibility of a standard measurement method (ISO 5725-2:1994 including Technical Corrigendum 1:2002) DIN EN 13587:2017-024 This page is intentionally blank DIN EN 13587:2017-02 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13587

11、 November 2016 ICS 75.140; 91.100.50 Supersedes EN 13587:2010, EN 13703:2003English Version Bitumen and bituminous binders - Determination of the tensile properties of bituminous binders by the tensile test method Bitumes et liants bitumineux - Dtermination des caractristiques de traction des liants

12、 bitumineux par la mthode dessai de traction Bitumen und bitumenhaltige Bindemittel - Bestimmung der Streckeigenschaften von bitumenhaltigen Bindemitteln mit dem Zugprfverfahren This European Standard was approved by CEN on 22 July 2016. CEN members are bound to comply with the CEN/CENELEC Internal

13、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 CEN

14、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 version

15、s. 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, Pol

16、and, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation

17、in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13587:2016 EEN 13587:2016 (E) 2 Contents Page European foreword 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions 4 4 Principle 5 5 Apparatus 5 6 Preparation and conservation of samples 7 7 Procedure

18、 7 8 Calculation and expression of results . 7 9 Precision 8 10 Test report 9 Annex A (normative) Cohesion specification criteria . 10 Bibliography 11 DIN EN 13587:2017-02EN 13587:2016 (E) 3 European foreword This document (EN 13587:2016) has been prepared by Technical Committee CEN/TC 336 “Bitumino

19、us binders”, the secretariat of which is held by AFNOR/BNP. 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 2017, and conflicting national standards shall be withdrawn at the latest by May 201

20、7. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 13587:2010 and EN 13703:2003. This document contains the following cha

21、nges compared to EN 13587:2010: updated normative references; additional terms and definitions; deleting determination of deformation energy by EN 13703; introduction of calculation methods of deformation energy in the standard; updated bibliography; combining time frame EN 13589 with EN 13587; rena

22、ming “conventional energy” into “cohesion energy”; 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,

23、 Former 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 13587:2017-02EN 13587:2016 (E

24、) 4 1 Scope This European Standard specifies a method for determining the tensile properties of a bituminous binder, in particular those of a polymer modified bitumen, by means of a tensile test. NOTE The tensile properties, more particularly the tensile stress, the elongation and energy, at the yie

25、ld point and on fracture, are customarily used as a criterion for assessing the quality of these materials. WARNING The use of this European Standard may involve hazardous materials, operations and equipment. This European Standard does not purport to address all of the safety problems associated wi

26、th its use. It is the responsibility of the user of this European Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 2 Normative references The following documents, in whole or in part, are normatively referenced in t

27、his 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) applies. EN 58, Bitumen and bituminous binders Sampling bituminous binders EN 12594, Bitumen

28、and bituminous binders Preparation of test samples EN ISO 527 (all parts), Plastics Determination of tensile properties ISO 5893, Rubber and plastics test equipment Tensile, flexural and compression types (constant rate of traverse) Specification 3 Terms and definitions For the purposes of this docu

29、ment, the following terms and definitions apply. 3.1 tensile force force undergone by a specimen subjected to extension, expressed in Newton (N) 3.2 elongation increase in length of a specimen, expressed in metres Note 1 to entry: Elongation is also expressed in % from the initial length. It is calc

30、ulated as (new length initial length)/initial length null 100. 3.3 brittle break rupture happening at the beginning of the test before the flowing threshold when the stress-strain curve is still linear 3.4 flow threshold first maximum of the stress-strain curve DIN EN 13587:2017-02EN 13587:2016 (E)

31、5 3.5 deformation energy Eienergy in joules (J) supplied by test pieces, until displacement, i, of the moving element 3.6 cohesion energy E*iquotient of deformation energy, Ei(in joules) and the initial cross section of the test pieces (in square centimetres) 4 Principle A specimen, held by its ends

32、 between two jaws, is extended in a chamber, regulated at the test temperature, at constant speed until a given elongation or fracture is achieved. In general, stress and elongation are noted at the flowing threshold, at an elongation of 400 % and at breaking. The deformation energy (Ei) is determin

33、ed from the recordings of the tensile curves (see Figure A.1) obtained according to chapter 7, by calculating the area delimited by: the abscissa axes corresponding to elongations; the recorded curve (force versus elongation); a parallel to the ordinates axis which passes by a given elongation or th

34、e breaking point (see Figure A.2). Cohesion energy (E*i) is obtained as a quotient of the deformation energy at 400 % elongation (250 mm for H2 type specimen final length) and the initial cross-area of the test specimens. 5 Apparatus Usual laboratory equipment and glassware, together with the follow

35、ing: 5.1 Test machine, in accordance with ISO 5893. 5.1.1 The machine shall be capable of maintaining a constant speed of the moving element at the speed chosen for the test to an accuracy of within 2 % of the chosen speed. 5.1.2 The specimen attachment device (located on the stationary part and on

36、the moving part) shall: ensure sufficient clamping of the specimen heads throughout the entire test, to prevent slipping; not exert, on any part of the ends of the specimen, localized stresses liable to cause tearing or fracture of the specimen. 5.1.3 The equipment shall permit the following measure

37、ments to be made: tensile force applied on the specimen over the range 1 N to 500 N to an accuracy of 1 %; elongation of the specimen, either by following the movement of the attachment points or by means of an optical extensometer over the range 0 mm to not less than 250 mm to an accuracy of 1 mm.

38、DIN EN 13587:2017-02EN 13587:2016 (E) 6 5.1.4 Optical extensometer. If an optical extensometer is used its reflector devices shall be positioned on the bituminous specimen as near as possible to the specimen heads. The distance between the two reflector devices is approximately 45 mm to 50 mm. The t

39、ype of extensometer used shall be recorded in the test report. 5.2 Temperature controlled chamber, capable of maintaining the specimen and the attachment device at the specified temperature throughout the test to an accuracy of 0,5 C, provided with a means of checking the test temperature. The contr

40、ol thermometer shall be placed near the specimen. 5.3 Recording device, for force applied and elongation of the test specimen. 5.4 Measurement apparatus, capable of measuring the thickness of the test specimen to an accuracy of 0,1 mm. 5.5 Moulds allowing moulding of specimens (see Figure 1), e.g. m

41、ade in silicone elastomer. Table 1 Dimensions of the mould H2 in millimetres Type of specimen A B D F C G R R H2 25 0,5 4,0 0,1 3,0 0,3 75 2 12,5 1,0 12,5 1,0 8,0 0,3 12,5 0,3 Figure 1 Dumbbell-shaped binder specimen H2 The reference length or initial length of the H2 specimens is K0= A + 2G. Specim

42、ens of different geometry can be used (if the preparation of H2 specimens is too difficult or impossible) but should be in accordance with the reference standards (i.e. the EN ISO 527- series or ISO 5893); this should be mentioned explicitly in the test report. The results obtained from such specime

43、ns can be used only for comparison with a binder tested under the same conditions. DIN EN 13587:2017-02 EN 13587:2016 (E) 7 6 Preparation and conservation of samples Take the sample in accordance with EN 58. Prepare the sample in accordance with EN 12594. Pour a surplus of material directly in the m

44、ould and allow the specimens to cool to room temperature for about one hour. Trim of the excess material with a heated spatula. As an alternative for sample preparation, the dumbbell-shaped specimen can be produced by cutting a thin sheet of the bituminous binder having the correct thickness by a mo

45、del which will produce a specimen with the dimensions given in Table 1. Reject specimens exhibiting defects. Keep specimens in their moulds and in a refrigerator at a maximum temperature of 10 C and for a maximum of 24 h before the test. 7 Procedure Measure the thickness, D, of the specimen with an

46、accuracy of 0,1 mm. Set the apparatus to the test temperature. Maintain the chamber containing the specimen at the test temperature for at least one hour. Attach the specimen in the attachment device in accordance with the EN ISO 527- series with a distance between the jaws, K0, of 50 mm 0,5 mm for

47、specimens of the H2 type. Wait five minutes after stabilization of the test temperature 0,5 C and start the test. Record the force and elongation for the test specimen, as indicated in Clause 8. Repeat any test in which a brittle break occurs (break before the flowing threshold). After three brittle

48、 breaks, in the thin part of the specimen, stop the test and record the binder as “brittle”. General values of test temperature and test speed are the following: Temperature: 20 C, 15 C, 10 C, 5 C, 0 C, 5 C, 10 C, 15 C, 20 C. Speed: 1 mm/min, 10 mm/min, 50 mm/min, 100 mm/min, 500 mm/min. 8 Calculati

49、on and expression of results The deformation Energy, Ei, is calculated as the definite integral of force as a function of elongation, see Formula (1). The final results are expressed as cohesion energy, E*i, in joules per square centimetre. Cohesion is calculated dividing the deformation energy, Ei, by the initial cross section of the test specimen expressed in square centimetres. The