EN 13179-1-2013 en Tests for filler aggregate used in bituminous mixtures - Part 1 Delta ring and ball test《沥青混合料用填充集料试验 第1部分 三角环和落球试验》.pdf

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1、BSI Standards PublicationBS EN 13179-1:2013Tests for filler aggregate usedin bituminous mixturesPart 1: Delta ring and ball testBS EN 13179-1:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13179-1:2013.It supersedes BS EN 13179-1:2000 which is withdrawn.Th

2、e UK participation in its preparation was entrusted to TechnicalCommittee B/502/6, Test methods.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsib

3、le for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013ISBN 978 0 580 76568 1ICS 75.140Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy

4、and Strategy Committee on 31 July 2013.Amendments issued since publicationDate Text affectedBS EN 13179-1:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13179-1 July 2013 ICS 75.140 Supersedes EN 13179-1:2000English Version Tests for filler aggregate used in bituminous mixtures - Part 1: D

5、elta ring and ball test Essais sur les fillers utiliss dans les mlanges bitumineux - Partie 1: Essai bille-anneau Prfverfahren fr mineralische Fller in bitumenhaltigen Mischungen - Teil 1: Delta-Ring- und Kugel-Verfahren This European Standard was approved by CEN on 30 May 2013. CEN members are boun

6、d 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 bibliographical references concerning such national standards may be obtained on application to the CE

7、N-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 responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre h

8、as 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 Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, L

9、uxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013

10、CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13179-1:2013: EBS EN 13179-1:2013EN 13179-1:2013 (E) 2 Contents Page Foreword 3 1 Scope. 4 2 Normative references . . 4 3 Terms and definitions . . 4 4 Principle . . 5 5 Apparatus . 5

11、 6 Preparation of test portion . . 5 7 Procedure . 6 8 Calculation and expression of results . 7 9 Test report . . 7 9.1 Required data . 7 9.2 Optional data . . 7 BS EN 13179-1:2013EN 13179-1:2013 (E) 3 Foreword This document (EN 13179-1:2013) has been prepared by Technical Committee CEN/TC 154“Aggr

12、egates”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of anidentical text or by endorsement, at the latest by January 2014, and conflicting national standardsshall be withdrawn at the latest by January 2014. A

13、ttention is drawn to the possibility that some of the elements of this document may be the subject ofpatent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all suchpatent rights. This document supersedes EN 13179-1:2000. EN 13179-1:2013 includes the following signific

14、ant technical change with respect to EN 13179-1:2000: Clause 7 has been completed by the following sentence: “For some types of filler, the stiffening effectmay make the mixture of filler and bitumen so stiff that a homogeneous mixture cannot be obtained bystirring for the specified time. If a homog

15、enous mixture cannot be obtained, the test shall be stopped.The result shall be recorded (9.1 (b) as “greater than 25 C”. The other part of EN 13179 are: Part 2: Bitumen number. This standard forms part of series of tests for bituminous bound filler aggregates. Test methods for other properties of a

16、ggregates will be covered by parts of the following European Standards: EN 932, Tests for general properties of aggregates EN 933, Tests for geometrical properties of aggregates EN 1097, Tests for mechanical and physical properties of aggregates EN 1367, Tests for thermal and weathering properties o

17、f aggregates EN 1744, Tests for chemical properties of aggregates According to the CEN-CENELEC Internal Regulations, the national standards organisations of thefollowing countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,Croatia, Cyprus, Czech Republic, Denmark, Esto

18、nia, Finland, Former Yugoslav Republic ofMacedonia, 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. BS EN 13179-1:2013EN 13179

19、-1:2013 (E) 4 1 Scope This European Standard specifies the procedure used to determine the stiffening effect of filleraggregate when mixed with bitumen. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and areindispensable for its appli

20、cation. For dated references, only the edition cited applies. For undatedreferences, the latest edition of the referenced document (including any amendments) applies. EN 932-2, Tests for general properties of aggregates Part 2: Methods for reducing laboratorysamples EN 932-5, Tests for general prope

21、rties of aggregates Part 5: Common equipment and calibration EN 1097-7, Tests for mechanical and physical properties of aggregates Part 7: Determination ofthe particle density of filler Pyknometer method EN 1427, Bitumen and bituminous binders Determination of the softening point Ring and Ballmethod

22、 EN 12591, Bitumen and bituminous binders Specifications for paving grade bitumens 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 delta ring and ball increase of the softening point of a bitumen/filler aggregate mixture in a composition of 3

23、7,5 volumeparts of filler aggregate and 62,5 volume parts of bitumen, related to the softening point of the bitumenused in that mixture 3.2 constant mass mass determined by successive weighings performed at least 1 h apart and not differing by more than0,1 % Note 1 to entry: In many cases constant m

24、ass can be achieved after a test portion has been dried for a pre-determined period in a specified oven at (110 5) C. Test laboratories can determine the time required toachieve constant mass for specific types and sizes of sample dependent upon the drying capacity of the ovenused. 3.3 laboratory sa

25、mple reduced sample derived from a bulk sample for laboratory testing 3.4 test portion sample used as a whole in a single test BS EN 13179-1:2013 EN 13179-1:2013 (E) 5 3.5 softening point temperature at which the material under standardized test conditions attains a certain consistencybetween solid

26、and liquid behaviour 4 Principle The test is carried out using filler aggregate particles smaller than 0,125 mm and bitumen. Duplicatedisks of bitumen and a bitumen/filler aggregate mixture are cast in brass rings. The rings are heatedat a controlled rate in a water bath while supporting a steel bal

27、l and the temperature at which thedisks soften enough to allow the steel ball to fall a distance of (25,0 0,4) mm is determined. Themean values of temperature for the rings containing the bitumen and the rings containing thebitumen/filler aggregate mixture are calculated. The difference between the

28、two mean temperatures isreported as R mfis the mass of added filler aggregate, in grams; fis the particle density of the filler aggregate, in megagrams per cubic metre;bis the density of the paving bitumen at 25 C, in megagrams per cubic metre. NOTE 1 This gives a mixture by volume of 37,5 % filler

29、aggregate and 62,5 % bitumen. NOTE 2 If bis not known, 1,025 Mg/m3can be used in the calculation. Put the dish back into the flask heater and stir the filler aggregate into the bitumen over a period of(150 5) s. Continue to stir for a further (150 5) s with the temperature held at (150 5) C, so that

30、 ahomogenous mixture is obtained. BS EN 13179-1:2013 EN 13179-1:2013 (E) 7 Place the other two brass rings on the plate coated with release agent and slightly overfill them withthe mixture of bitumen and filler aggregate. Determine the softening points of the bitumen and the bitumen/filler aggregate

31、 mixture as specified inEN 1427. For each part of the test use one brass ring filled with the bitumen and one brass ring filledwith the bitumen/filler aggregate mixture. For factory production control purposes both rings of the same type may be tested together. Theprocedure in Clause 7 should be use

32、d in cases of dispute. Repeat the whole test if the difference between the two temperatures for the softening point of thebitumen and/or the difference between the two temperatures for the softening point of thebitumen/filler aggregate mixture exceeds 3 C. 8 Calculation and expression of results Cal

33、culate the mean of the two temperatures of the softening points of the bitumen and thebitumen/filler aggregate mixture in 0,1 C. Calculate the difference between the two means andexpress the value to the nearest 0,5 C. Report the rounded result as R b) the stiffening effect of the filler aggregate,

34、expressed as R c) the name of the brand of the filler aggregate; d) the date of test; e) any variations to the test procedure. 9.2 Optional data The test report can include the following information: a) name and location of sample source; b) a description of the material; c) a description of the sam

35、pling procedure; d) the individual data of the temperatures of all softening points. This page deliberately left blankThis page deliberately left blankBSI is the national body responsible for preparing British Standards and other standards-related publications, information and services.BSI is incorp

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