DIN EN 196-1-2016 Methods of testing cement - Part 1 Determination of strength German version EN 196-1 2016《水泥的试验方法 第1部分 强度测定 德文版本EN 196-1-2016》.pdf

《DIN EN 196-1-2016 Methods of testing cement - Part 1 Determination of strength German version EN 196-1 2016《水泥的试验方法 第1部分 强度测定 德文版本EN 196-1-2016》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 196-1-2016 Methods of testing cement - Part 1 Determination of strength German version EN 196-1 2016《水泥的试验方法 第1部分 强度测定 德文版本EN 196-1-2016》.pdf（35页珍藏版）》请在麦多课文档分享上搜索。

1、November 2016 English price group 15No 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 91.100.10!%ua“2588262www.din.de

2、DIN EN 196-1Methods of testing cement Part 1: Determination of strength;English version EN 1961:2016,English translation of DIN EN 196-1:2016-11Prfverfahren fr Zement Teil 1: Bestimmung der Festigkeit;Englische Fassung EN 1961:2016,Englische bersetzung von DIN EN 196-1:2016-11Mthodes dessais des cim

3、ents Partie 1: Dtermination des rsistances;Version anglaise EN 1961:2016,Traduction anglaise de DIN EN 196-1:2016-11SupersedesDIN EN 1961:200505www.beuth.deDocument comprises 35 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.1

4、1.16 DIN EN 196-1:2016-11 2 A comma is used as the decimal marker. National foreword This document (EN 196-1:2016) has been prepared by Technical Committee CEN/TC 51 “Cement and building limes (Secretariat: NBN, Belgium). The responsible German body involved in its preparation was DIN-Normenausschus

5、s Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-07-13 AA Zement, SpA zu Teilbereichen von CEN/TC 51 und ISO/TC 74. Amendments This standard differs from DIN EN 196-1:2005-05 as follows: a) Clause 2 “Normative references has been updated; b) in Subclause

6、10.2.3, estimates of precision for compressive strength testing have been modified by indicating the repeatability and reproducibility at 2 days and at 7 days; c) in Subclause 6.2, the mixing procedure has been amended by specifying a maximum time for addition into the bowl; d) the standard has been

7、 editorially revised. Previous editions DIN 1165: 1939-08 DIN 1166: 1939-10 DIN 1167: 1940x-08, 1959-07 DIN 1164: 1932-04, 1942x-07, 1958-12, 1994-10, 2000-11 DIN 1164-7: 1970-06, 1978-11 DIN EN 196-1: 1990-03, 1995-05, 2005-05 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 196-1 April 2016 IC

8、S 91.100.10 Supersedes EN 196-1:2005English Version Methods of testing cement - Part 1: Determination of strength Mthodes dessais des ciments - Partie 1: Dtermination des rsistances Prfverfahren fr Zement - Teil 1: Bestimmung der Festigkeit This European Standard was approved by CEN on 20 December 2

9、015. 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 bibliographical references concerning such national standards may be obtained

10、 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 responsibility of a CEN member into its own language and notified to the CEN-CE

11、NELEC 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 Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, It

12、aly, 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 NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Av

13、enue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 196-1:2016 E2 Contents Page European foreword . 4 1 Scope 5 2 Normative references 5 3 Principle . 5 4 Laboratory and equipment 6 4.1 Laboratory .

14、 6 4.2 General requirements for the equipment 6 4.3 Test sieves 7 4.4 Mixer 7 4.5 Moulds . 8 4.6 Jolting apparatus 11 4.7 Flexural strength testing apparatus 13 4.8 Compressive strength testing machine 14 4.9 Jig for compressive strength testing machine . 15 4.10 Balance . 15 4.11 Timer 15 5 Mortar

15、constituents . 16 5.1 Sand . 16 5.2 Cement . 17 5.3 Water 17 6 Preparation of mortar 18 6.1 Composition of mortar . 18 6.2 Mixing of mortar . 18 7 Preparation of test specimens . 18 7.1 Size of specimens 18 7.2 Moulding of test specimens 18 8 Conditioning of test specimens . 19 8.1 Handling and stor

16、age before demoulding . 19 8.2 Demoulding of specimens . 19 8.3 Curing of specimens in water. 19 8.4 Age of specimens for strength tests . 20 9 Testing procedures 20 9.1 Flexural strength 20 9.2 Compressive strength . 20 10 Results 21 10.1 Flexural strength 21 10.2 Compressive strength . 21 11 Valid

17、ation testing of CEN Standard sand and of alternative compaction equipment . 23 11.1 General . 23 11.2 Validation testing of CEN Standard sand . 23 11.3 Validation testing of alternative compaction equipment 26 EN 196-1:2016 (E) DIN EN 196-1:2016-11 3 Annex A (normative) Alternative vibration compac

18、tion equipment and procedures validated as equivalent to the reference jolting compaction equipment and procedure 29 A.1 General . 29 A.2 Vibrating table, A 29 A.3 Vibrating table, B 32 EN 196-1:2016 (E) DIN EN 196-1:2016-11 4 European foreword This document (EN 196-1:2016) has been prepared by Tech

19、nical Committee CEN/TC 51 “Cement and building limes”, the secretariat of which is held by NBN. 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 2016, and conflicting national standards sha

20、ll be withdrawn at the latest by October 2016. 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 196-1:2005. In comparison

21、to EN 196-1:2005, the following changes have been made: In Clause 2, the normative references have been updated. In 10.2.3 estimates of the precisions for compressive strength testing have been revised with an indication of repeatability and reproducibility at 2 d and 7 d. In 6.2 the mixing procedur

22、e has been revised with an indication of a maximum timing for the addition in the bowl. The standard has been editorially revised. EN 196 consists of the following parts, under the general title Methods of testing cement: Part 1: Determination of strength; Part 2: Chemical analysis of cement; Part 3

23、: Determination of setting times and soundness; Part 4: Quantitative determination of constituents (CEN/TR 196-4); Part 5: Pozzolanicity test for pozzolanic cement; Part 6: Determination of fineness; Part 7: Methods of taking and preparing samples of cement; Part 8: Heat of hydration - Solution meth

24、od; Part 9: Heat of hydration - Semi-adiabatic method; Part 10: Determination of the water-soluble chromium (VI) content of cement. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austri

25、a, 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, Spain, Sweden,

26、 Switzerland, Turkey and the United Kingdom. EN 196-1:2016 (E) DIN EN 196-1:2016-11 5 1 Scope This part of EN 196 describes the method for the determination of the compressive and, optionally, the flexural strength of cement mortar. The method applies to common cements and to other cements and mater

27、ials, the standards for which call up this method. It may not apply to other cement types that have, for example, a very short initial setting time. The method is used for assessing whether the compressive strength of cement is in conformity with its specification and for validation testing of a CEN

28、 Standard sand, EN 196-1, or alternative compaction equipment. This part of EN 196 describes the reference equipment and procedure and allows alternative compaction equipment and procedures to be used provided that they have been validated in accordance with the appropriate provisions in this docume

29、nt. In the event of a dispute, only the reference equipment and procedure are used. 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 un

30、dated references, the latest edition of the referenced document (including any amendments) applies. EN 196-7, Methods of testing cement - Part 7: Methods of taking and preparing samples of cement EN 197-1, Cement - Part 1: Composition, specifications and conformity criteria for common cements EN ISO

31、 1101, Geometrical product specifications (GPS) - Geometrical tolerancing - Tolerances of form, orientation, location and run-out (ISO 1101) EN ISO 1302, Geometrical Product Specifications (GPS) - Indication of surface texture in technical product documentation (ISO 1302) EN ISO 7500-1, Metallic mat

32、erials - Verification of static uniaxial testing machines - Part 1: Tension/compression testing machines - Verification and calibration of the force-measuring system (ISO 7500-1) ISO 565, Test sieves Metal wire cloth, perforated metal plate and electroformed sheet Nominal sizes of openings ISO 3310-

33、1, Test sieves - Technical requirements and testing - Part 1: Test sieves of metal wire cloth ISO 4200, Plain end steel tubes, welded and seamless General tables of dimensions and masses per unit length 3 Principle The method comprises the determination of the compressive, and optionally the flexura

34、l, strength of prismatic test specimens 40 mm 40 mm 160 mm in size. These specimens are cast from a batch of plastic mortar containing one part by mass of cement, three parts by mass of CEN Standard sand and one half part of water (water/cement ratio 0,50). CEN Standard sands from various sources an

35、d countries may be used provided that they have been shown to give cement strength results which do not differ significantly from those obtained using the CEN Reference sand (see Clause 11). EN 196-1:2016 (E) DIN EN 196-1:2016-11 6 In the reference procedure the mortar is prepared by mechanical mixi

36、ng and is compacted in a mould using a jolting apparatus. Alternative compaction equipment and procedures may be used provided that they have been shown to give cement strength results which do not differ significantly from those obtained using the reference jolting apparatus and procedure (see Clau

37、se 11 and Annex A). The specimens are stored in the mould in a moist atmosphere for 24 h and, after demoulding, specimens are stored under water until strength testing. At the required age, the specimens are taken from their wet storage, broken in flexure, determining the flexural strength where req

38、uired, or broken using other suitable means which do not subject the prism halves to harmful stresses, and each half tested for strength in compression. 4 Laboratory and equipment 4.1 Laboratory The laboratory where preparation of specimens takes place shall be maintained at a temperature of (20 2)

39、C and a relative humidity of not less than 50 %. The moist air room or the large cabinet for storage of the specimens in the mould shall be maintained at a temperature of (20,0 1,0) C and a relative humidity of not less than 90 %. The storage containers for curing the specimens in water, and the gra

40、tes with which they are fitted, shall be of material which does not react with cement. The temperature of the water shall be maintained at (20,0 1,0) C. The temperature and relative humidity of the air in the laboratory and the temperature of the water in the storage containers shall be recorded at

41、least once a day during working hours. The temperature and relative humidity of the moist air room or cabinet shall be recorded at least every 4 h. Cement, CEN Standard sand (see 5.1.3), water and apparatus used to make and test specimens shall be at a temperature of (20 2) C. Where temperature rang

42、es are given, the target temperature at which the controls are set shall be the middle value of the range. 4.2 General requirements for the equipment The tolerances shown in Figures 1 to 5 are important for correct operation of the equipment in the testing procedure. When regular control measurement

43、s show that the tolerances are not met, the equipment shall be rejected, adjusted or repaired. Records of control measurements shall be kept. Acceptance measurements on new equipment shall cover mass, volume, and dimensions to the extent that these are indicated in this document paying particular at

44、tention to those critical dimensions for which tolerances are specified. In those cases where the material of the equipment can influence the results, the material is specified and shall be used. The approximate dimensions shown in the figures are provided as guidance to equipment manufacturers or o

45、perators. Dimensions, which include tolerances, are obligatory. EN 196-1:2016 (E) DIN EN 196-1:2016-11 7 4.3 Test sieves Wire cloth test sieves conforming to ISO 3310-1 shall be of the sizes from ISO 565 given in Table 1 (series R 20). Table 1 Aperture of test sieves Square mesh size (mm) 2,00 1,60

46、1,00 0,50 0,16 0,08 4.4 Mixer The mixer shall consist essentially of: a) a stainless steel bowl with a capacity of about 5 l of the typical shape and size shown in Figure 1, provided with means by which it can be fixed securely to the mixer frame during mixing and by which the height of the bowl in

47、relation to the blade and, to some extent, the gap between blade and bowl can be finely adjusted and fixed; b) a stainless steel blade of the typical shape, size and tolerances shown in Figure 1, revolving about its own axis as it is driven in a planetary movement around the axis of the bowl at cont

48、rolled speeds by an electric motor. The two directions of rotation shall be opposite and the ratio between the two speeds shall not be a whole number. Blades and bowls shall form sets which shall always be used together. The gap of (3 1) mm refers to the situation when the blade in the empty bowl sh

49、own in Figure 1 is brought as close as possible to the wall. This gap shall be checked regularly applying minimal pressure to the blade and assuring that there is no perceptible clearance between the joint of the blade and the axis of the motor. NOTE 1 Simple tolerance gauges (feeler gauges) are useful where direct measurement is difficult. NOTE 2 The dimensions marked as approximate on Figure 1 are for the guidance of manufactu