《BS EN 13702-1-2010 石油及其制品的试验方法.BS 2000-513沥青和沥青粘合剂.改性沥青动力粘性的测定.锥板法.pdf》由会员分享，可在线阅读，更多相关《BS EN 13702-1-2010 石油及其制品的试验方法.BS 2000-513沥青和沥青粘合剂.改性沥青动力粘性的测定.锥板法.pdf（12页珍藏版）》请在三一文库上搜索。
1、- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w - - - - - - - - - - - - - - - EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13702 May 2010 ICS 75.140; 91.100.50 Supersedes EN 13702-1:2003 English Version Bitumen and bituminous binders - De
2、termination of dynamic viscosity of modified bitumen by cone and plate method Bitumes et liants bitumineux - Dtermination de la viscosit dynamique des bitumes modifis - Mthode cne et plateau Bitumen und bitumenhaltige Bindemittel - Bestimmung der dynamischen Viskositt von modifiziertem Bitumen - Pla
3、tte- Kegel-Verfahren 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 alteration. Up-to-date lists and
4、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 translation under the responsibi
5、lity 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, France, Germany, Greece, Hungary
6、, 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 FR NORMUNG Management Centre:
7、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 13702:2010: E - - - - - EN 13702:2010 (E) 2 Contents page Foreword 3 1Scope 4 2Normative references 4 3Principle 4 4Apparatus . 5 5Sampling . 5
8、6Procedure . 5 7Expression of results 6 8Precision . 6 8.1Repeatability . 6 8.2Reproducibility . 6 9Test report 6 - - - - - EN 13702:2010 (E) 3 Foreword This document (EN 13702:2010) has been prepared by Technical Committee CEN/TC 336 “Bituminous binders”, the secretariat of which is held by AFNOR/B
9、NP. 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 November 2010, and conflicting national standards shall be withdrawn at the latest by November 2010. Attention is drawn to the possibility that
10、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 13702-1:2003. This document was formerly known as EN 13702 Part 1. As Part 2 of this standard was mer
11、ged with another standard into EN 13302, this standard was renumbered into EN 13702. 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 Re
12、public, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. - - - - - EN 13702:2010 (E) 4 1 Scope This Europe
13、an Standard specifies a method for determining the dynamic viscosity of a modified bituminous binder over a range of temperatures by means of a cone and plate viscometer. Although the method has been developed for modified binders, it is also suitable for other bituminous binders. NOTE Unlike penetr
14、ation grade bitumen, polymer modified bitumens (PMBs) may not show a straight line on the Heukelom-Diagram. This implies that in order to obtain information about the temperature susceptibility of PMBs, viscosity should be measured at different temperatures. WARNING The use of this European Standard
15、 can involve hazardous materials, operations and equipment. This European Standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this European Standard to establish appropriate safety and health practices and determine the app
16、licability of regulatory limitations prior to use. 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 edition of the referenced document (including
17、any amendments) applies. EN 58, Bitumen and bituminous binders Sampling bituminous binders EN 12594, Bitumen and bituminous binders Preparation of test samples 3 Principle The sample is placed on a plate, a cone is pressed onto the sample and the system is brought to the test temperature. A stress i
18、s applied to the sample by rotation. The torque is measured from the applied shear rate and dynamic viscosity is calculated by: (1) where is the shear rate expressed in s-1; is the stress expressed in Pa, calculated by: d MA (2) where A is the cone factor expressed in m-3; Md is the torque in expres
19、sed N m. NOTE The advantages of this method are the use of a very small sample and the speed of the method, especially regarding thermal conditioning of the specimen. - - - - - EN 13702:2010 (E) 5 4 Apparatus Cone and plate viscometer, with the following minimum capabilities: range of shear rate: 5
20、x 10-2 s-1 to 5 x 102 s-1; range of viscosity: 5 x 10-2 Pa s to 105 Pa s; range of temperature: 60 C to 150 C. The sample temperature shall be maintained within 0,5 C up to 100 C and within 1,0 C above 100 C. 5 Sampling Take the sample in accordance with EN 58 and prepare the sample in accordance wi
21、th EN 12594. 6 Procedure Select the appropriate size (diameter and angle) of cone to allow measurement at the selected shear rate. Place the sample on the plate and press the selected cone onto the sample. Remove any surplus sample and bring the system to the test temperature. Commence the first mea
22、surement at the lowest temperature: Temperature: (60 0,5) C; Shear rate: 5 x 10-2 s-1. Check the reading after a delay of 15 min when reaching the temperature and note the temperature, the cone size, the shear rate and the reading. Repeat the test and calculate the result as an average of two tests.
23、 Replace the specimen and increase the temperature to the next test temperature. Commence the second measurement: Temperature: (100 0,5) C; Shear rate: 5 x 101 s-1. Replace the specimen and increase the temperature to the next test temperature. Commence the third measurement: Temperature: (150 1,0)
24、C; Shear rate: 5 x 102 s-1. It should be ensured that the complete specimen has reached the test temperature before starting the test. The sample should not contain any filler. NOTE In addition to these test temperatures and shear rates any other temperature and shear rate can be used. - - - - - EN
25、13702:2010 (E) 6 7 Expression of results Record the results of the measurement of dynamic viscosity with the corresponding shear rate and the test temperature. Express the viscosity values in Pa s as follows: (1,000 x 10x) Pa s. 8 Precision NOTE The following precision data are the best currently es
26、timated and are proposed until results of further round robin tests are available. 8.1 Repeatability The difference between two successive results, obtained by the same operator with the same apparatus under constant operating conditions on identical test material would, in the long run, in the norm
27、al and correct operation of the test method, differ by more than 5 % in only one case in twenty. 8.2 Reproducibility The difference between two single and independent results, obtained by different operators working in different laboratories on identical test material would, in the long run, in the
28、normal and correct operation of the test method, differ by more than 15 % in only one case in twenty. 9 Test report The test report shall contain at least the following information: a) type and complete identification of the sample under test; b) reference to this European Standard; c) temperature,
29、shear rate and the result of the test (see Clause 7); d) diameter and angle of the cone; e) date of the test; f) any deviation, by agreement or otherwise, from the specified procedure. - - - - - This page deliberately left blank - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - This page deliberately left blank - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -