1、July 2014 Translation by DIN-Sprachendienst.English price group 7No 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 91
2、.100.15!%2c“2159764www.din.deDDIN EN 1367-8Tests for thermal and weathering properties of aggregates Part 8: Determination of resistance to disintegration of Lightweightaggregates;English version EN 1367-8:2014,English translation of DIN EN 1367-8:2014-07Prfverfahren fr thermische Eigenschaften und
3、Verwitterungsbestndigkeit vonGesteinskrnungen Teil 8: Bestimmung des Widerstandes von leichten Gesteinskrnungen gegen Zerfall;Englische Fassung EN 1367-8:2014,Englische bersetzung von DIN EN 1367-8:2014-07Essais pour dterminer les proprits thermiques et laltrabilit des granulats Partie 8: Dterminati
4、on de la rsistance la dsintgration des granulats lgers;Version anglaise EN 1367-8:2014,Traduction anglaise de DIN EN 1367-8:2014-07www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 10 pages06.14 DIN EN 1367-8:2014-072 A comma is used as t
5、he decimal marker. National foreword This document (EN 1367-8:2014) has been prepared by Technical Committee CEN/TC 154 “Aggregates” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Materialprfung (Materials Testing Standards Committ
6、ee), Working Committee NA 062-03-13 AA Gemeinschaftsarbeits-ausschuss NA 062/FGSV: Gesteinskrnungen; Prfverfahren, Petrographie, Probenahme und Przision. EN 1367-8April 2014 ICS 91.100.15 English VersionTests for thermal and weathering properties of aggregates -Part 8: Determination of resistance to
7、 disintegration of Lightweight aggregates Essais pour dterminer les proprits thermiques et laltrabilit des granulats - Partie 8: Dtermination de la rsistance la dsintgration des granulats lgers Prfverfahren fr thermische Eigenschaften und Verwitterungsbestndigkeit von Gesteinskrnungen - Teil 8: Best
8、immung des Widerstandes von leichten Gesteinskrnungen gegen Zerfall This European Standard was approved by CEN on 16 February 2014. 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 stan
9、dard 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 member. This European Standard exists in three official versions (English, French, German). A version in a
10、ny 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 versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Rep
11、ublic, Denmark, Estonia, Finland, 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 andUnited Kingdom. CEN-CENE
12、LEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1367-8:2014 EEUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGEUROPEAN S
13、TANDARDNORME EUROPENNEEUROPISCHE NORMEN 1367-8:2014 (E) 2 Contents Page Foreword 3 1 Scope 4 2 Normative references 4 3 Terms and definitions .4 4 Principle 4 5 Apparatus and materials .5 6 Sampling .5 7 Test specimens 5 7.1 General 5 7.2 Size of test specimens 5 7.3 Preparation of test specimens .6
14、 8 Procedure .6 8.1 Soaking .6 8.2 Exposure to high pressure and temperature 6 9 Calculation and expression of results .6 10 Test report 7 10.1 Mandatory data 7 10.2 Optional data 7 Bibliography 8 DIN EN 1367-8:2014-07EN 1367-8:2014 (E) 3 Foreword This document (EN 1367-8:2014) has been prepared by
15、Technical Committee CEN/TC 154 “Aggregates”, the secretariat of which is held by BSI. 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 October 2014, and conflicting national standards shall be with
16、drawn at the latest by October 2014. 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. EN 1367 “Tests for thermal and weathering propert
17、ies of aggregates“ consists of the following parts: Part 1: Determination of resistance to freezing and thawing Part 2: Magnesium sulfate test Part 3: Boiling test for “Sonnenbrand Basalt” Part 4: Determination of drying shrinkage Part 5: Determination of resistance to thermal shock Part 6: Determin
18、ation of resistance to freezing and thawing in the presence of salt (NaCl) Part 7: Determination of resistance to freezing and thawing of Lightweight aggregates Part 8: Determination of resistance to disintegration of Lightweight aggregates (the present document) Test methods for other properties of
19、 aggregates are 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 1744, Tests for chemical properties of aggregates EN
20、13179, Tests for filler aggregate used in bituminous mixtures NOTE This document supersedes the test method described in EN 130551:2002, Annex B. According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European St
21、andard: 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, Poland, Portugal, Romania, Slovakia, Slovenia,
22、Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 1367-8:2014-07EN 1367-8:2014 (E) 4 1 Scope This European Standard specifies the reference test method used for type testing, and in case of dispute, for determining the resistance to disintegration of lightweight aggregates (LWA) in a
23、ccordance with EN 13055. For other purposes, in particular for factory production control, other methods may be used provided that an appropriate working relationship with the reference method has been established The test is applicable to LWA with particle size no lower than 4 mm and up to a maximu
24、m size of 32 mm. 2 Normative 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 (in
25、cluding any amendments) applies. EN 932-1, Tests for general properties of aggregates - Part 1: Methods for sampling EN 932-2, Tests for general properties of aggregates - Part 2: Methods for reducing laboratory samples EN 932-5, Tests for general properties of aggregates - Part 5: Common equipment
26、and calibration EN 933-2, Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures EN 13055-1, Lightweight aggregates - Part 1: Lightweight aggregates for concrete, mortar and grout EN 13055-2, Lightweight aggregate
27、s - Part 2: Lightweight aggregates for bituminous mixtures and surface treatments and for unbound and bound applications 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13055-1, EN 13055-2 and the following apply. 3.1 test specimen sample used in sing
28、le determination when a test method requires more than one determination of a property 3.2 constant mass mass determined by successive weighings performed 1 h apart and not differing by more than 0,1 % Note 1 to entry: In many cases constant mass can be achieved after a test portion has been dried f
29、or a pre-determined period in a specified oven at (110 5) C. Test laboratories can determine the time required to achieve constant mass for specific types and sizes of sample dependent upon the drying capacity of the oven used. 4 Principle Lightweight aggregates soaked in water are exposed to high p
30、ressure and temperature to measure the resistance to disintegration. DIN EN 1367-8:2014-07EN 1367-8:2014 (E) 5 5 Apparatus and materials 5.1 All apparatus, unless otherwise stated, shall conform to the general requirements of EN 932-5. 5.2 Thermostatically controlled saturated steam autoclave, of su
31、itable capacity and capable of raising the test specimens from ambient temperature to (215 5) C in (60 5) min and maintaining this temperature for (180 10) min, at a pressure of (2 0,2) MPa. In addition, the autoclave shall be capable of allowing the test specimens to cool to (30 10) C in (90 10) mi
32、n. 5.3 Test sieves, in accordance with EN 933-2. 5.4 Balance, capable of weighing test specimens up to 400 g with an accuracy of 0,04 g and test specimens above 400 g with an accuracy of 0,1 g. 5.5 Thermostatically controlled ventilated drying oven, capable of maintaining a temperature of (110 5) C.
33、 5.6 Two metal containers, suitable for holding the lightweight aggregate in the autoclave. 5.7 Water, distilled or deionised. 5.8 Grid, of a suitable size and aperture to prevent the lightweight aggregates floating out of the container and to prevent any loss of whole aggregates. 6 Sampling Samplin
34、g and sample reduction shall be carried out in accordance with EN 932-1 and EN 932-2. 7 Test specimens 7.1 General Two individual test specimens shall be used. The test specimens shall be obtained in accordance with EN 932-2 by sample reduction. Particles of oversize (D) and undersize (d) shall be r
35、emoved. 7.2 Size of test specimens The quantities for each of the two individual test specimens shall be chosen according to the upper size of the aggregates as shown in Table 1. Deviations of 5 % in the volume of the test specimens are permissible. Table 1 Test specimen volumes required Maximum agg
36、regate size (mm) Approximate volume of the test specimen (l) 8 16 32 0,5 1,0 1,5 DIN EN 1367-8:2014-07EN 1367-8:2014 (E) 6 7.3 Preparation of test specimens Wash the test specimens on the lower (d) test sieve. Dry the test specimens to constant mass. Allow to cool to ambient temperature and weigh im
37、mediately (M1,see Clause 9). Weighing shall be carried out to the following accuracies: Test specimens up to 400 g: to 0,04 g. Test specimens above 400 g: to 0,1 g. 8 Procedure 8.1 Soaking Soak the two test specimens in distilled or deionised water at ambient temperature for (72 1) h, ensuring that
38、the water covers the test specimens by at least 10 mm. In order to prevent the test specimens floating, the specimens are kept submerged by a grid as specified in 5.8. Remove the lightweight aggregate from the distilled or deionised water and allow the specimens to drain on a sieve with a maximum si
39、ze of 2 mm for about 15 min. 8.2 Exposure to high pressure and temperature Place each drained test specimen in the metal container specified in 5.6 and place in the autoclave. Raise the autoclave to a pressure of (2 0,2) MPa and a temperature of (215 5) C in (90 5) min, and maintain this pressure an
40、d temperature for (180 5) min. Allow to cool to (30 10) C in (90 5) min. Transfer the containers and contents to the oven and dry at (110 5) C to constant mass and allow to cool. Weigh each test specimen (M1). Carefully screen each of the test specimens on a sieve having an aperture size that is hal
41、f the lower size sieve used to prepare the test specimen (e.g. in case of the 8 mm to 16 mm fraction, use a test sieve of 4 mm aperture size). Weigh the material passing through this sieve for each test specimen (M2,see Clause 9). 9 Calculation and expression of results Calculate the loss in mass (Z
42、i) of each test specimen in accordance with the following formula: Zi= M2/M1 x 100 where Ziis the percentage loss in mass of the test specimen; M1is the dry mass of the test specimen after autoclave testing and before sieving, in grams; M2is the dry mass of the test specimen after autoclave testing,
43、 that is passing the specified sieve, in grams. Express Zito the nearest 0,01 %. Calculate Z as the mean of the two individual test results to the nearest 0,1 %. DIN EN 1367-8:2014-07EN 1367-8:2014 (E) 7 10 Test report 10.1 Mandatory data The test report shall include the following information: refe
44、rence to this European Standard; identification of the test sample, including identification of the source, aggregate size and date of sampling; sample reception date if different from sampling date; identification of the laboratory; percentage of mass loss after autoclave testing Z, expressed to th
45、e nearest 0,1 %; deviations from the reference method, if any. 10.2 Optional data The test report can include the following information: date of test; reference to the chosen sampling procedure; reference to the chosen sample reduction procedure; percentage of the mass loss after autoclave testing of the individual test specimens Zi, expressed to the nearest 0,01 %. DIN EN 1367-8:2014-07EN 1367-8:2014 (E) 8 Bibliography 1 EN 1097-5, Tests for mechanical and physical properties of aggregates - Part 5: Determination of the water content by drying in a ventilated oven DIN EN 1367-8:2014-07
