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本文(EN 10251-2015 en Magnetic materials - Methods of determination of the geometrical characteristics of electrical steel sheet and strip《磁性材料 电工钢板和钢带的几何特性的测定方法》.pdf)为本站会员(eventdump275)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

EN 10251-2015 en Magnetic materials - Methods of determination of the geometrical characteristics of electrical steel sheet and strip《磁性材料 电工钢板和钢带的几何特性的测定方法》.pdf

1、BSI Standards PublicationBS EN 10251:2015Magnetic materials Methodsof determination of thegeometrical characteristics ofelectrical steel sheet and stripBS EN 10251:2015 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 10251:2015. Itsupersedes BS EN 10251:1997 whi

2、ch is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee ISE/108, Magnetic Alloys and Steels.A list of organizations represented on this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

3、 a contract. Users are responsible for its correctapplication. The British Standards Institution 2015. Published by BSI StandardsLimited 2015ISBN 978 0 580 88664 5ICS 29.030; 77.140.40; 77.140.50Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was

4、 published under the authority of theStandards Policy and Strategy Committee on 31 August 2015.Amendments issued since publicationDate Text affectedBS EN 10251:2015EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10251 August 2015 ICS 29.030; 77.140.50 Supersedes EN 10251:1997English Version Mag

5、netic materials - Methods of determination of the geometrical characteristics of electrical steel sheet and strip Matriaux magntiques - Mthodes de dtermination des caractristiques gomtrique des tles lectriques en acierMagnetische Werkstoffe - Verfahren zur Bestimmung der geometrischen Kenngren von E

6、lektroblech und -band This European Standard was approved by CEN on 23 July 2015. 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

7、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 any other language made by translation under the re

8、sponsibility 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 Republic, Denmark, Estonia, Finland, Former Yugoslav

9、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 United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE N

10、ORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10251:2015 EBS EN 10251:2015EN 10251:2015 (E) 2 Contents Page Europea

11、n foreword .3 1 Scope 4 2 Normative references 4 3 Terms and definitions .4 4 Test Methods 5 4.1 Flatness 5 4.1.1 Test specimen 5 4.1.2 Measuring procedure 5 4.2 Residual curvature.5 4.2.1 Test specimen 5 4.2.2 Measuring procedure 5 4.3 Edge camber 5 4.3.1 Test specimen 5 4.3.2 Measuring procedure 5

12、 4.4 Deviation from the shearing line due to internal stresses 5 4.4.1 Test specimen 5 4.4.2 Measuring procedure 5 4.5 Burr height 6 4.5.1 Test specimen 6 4.5.2 Measuring procedure 6 5 Test report 6 Bibliography . 13 BS EN 10251:2015EN 10251:2015 (E) 3 European foreword This document (EN 10251:2015)

13、 has been prepared by Technical Committee ECISS/TC 108 “Steel sheet and strip for electrical applications”, the secretariat of which is held by DIN. 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

14、 February 2016, and conflicting national standards shall be withdrawn at the latest by February 2016. 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

15、 patent rights. This document supersedes EN 10251:1997. 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 Republic, Denmark, Estonia, Fin

16、land, 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. BS EN 10251:2015EN 10251:2015 (

17、E) 4 1 Scope This European Standard is intended to define the test methods used for the determination of the following geometrical characteristics of electrical steel sheet and strip: flatness; residual curvature; edge camber; deviation from the shearing line due to internal stresses; burr height of

18、 cut edges. This European Standard applies to electrical steel sheet and strip intended for the construction of magnetic circuits and corresponding to Clauses B2, C21 and C22 of IEC 60404-1:2000. 2 Normative references Not applicable. 3 Terms and definitions For the purposes of this document, the fo

19、llowing terms and definitions apply. 3.1 flatness (wave factor) property of a sheet or length of strip which is characterized by the wave factor, i.e. by the relation of the height of the wave to its length Note 1 to entry: For examples of waves, see Figure 1. 3.2 residual curvature permanent curvat

20、ure in the direction of rolling of an unwound strip 3.3 edge camber greatest distance between a longitudinal edge of the sheet and the line joining the two ends of the measured section corresponding to this edge Note 1 to entry: See Figure 3. 3.4 deviation from the shearing line due to internal stre

21、sses greatest distance between corresponding points on the two cut edges of a sheet cut longitudinally Note 1 to entry: See Figure 4. 3.5 burr height difference between the thicknesses measured respectively at the cut edge of the sheet and at a distance of 10 mm from this edge Note 1 to entry: See F

22、igure 5. BS EN 10251:2015EN 10251:2015 (E) 5 4 Test Methods 4.1 Flatness 4.1.1 Test specimen The test specimen shall consist of a sheet or a length of strip, the size of which is defined in the product standard. 4.1.2 Measuring procedure The test specimen shall be placed on a surface table sufficien

23、tly large that the specimen does not overhang the edges. It shall then be lifted up on one edge and allowed to fall back. The height of the maximum wave (h) and the length of the wave (l) shall be measured with a rule graduated in millimetres (see Figure 2). 4.2 Residual curvature 4.2.1 Test specime

24、n The test specimen shall consist of a sample 500 mm in length and of width equal to the delivered width of the sheet or strip. The axis of the test specimen shall be parallel to the direction of rolling of the sheet or strip. 4.2.2 Measuring procedure The test shall consist of placing the test spec

25、imen vertically against a supporting plate. The top of the test specimen shall be held against the supporting plate over a height of 30 mm with its convex surface facing the plate. The distance (a) between the bottom edge of the test specimen and the supporting plate shall then be measured at the ax

26、is of the test specimen (see Figure 6). The clamping force shall be sufficient to allow the full width of the test specimen to be in contact with the support (see in Figures 7 and 8 examples of clamping systems). 4.3 Edge camber 4.3.1 Test specimen The test specimen shall consist of a sheet or a len

27、gth of strip, the size of which is defined in the product standard. 4.3.2 Measuring procedure The test specimen shall be placed on a surface table. A rule shall be placed in contact with the extremities of the concave side and the maximum gap (e) between the edge and the rule shall be measured. 4.4

28、Deviation from the shearing line due to internal stresses 4.4.1 Test specimen The test specimen shall consist of a sheet or a length of strip, the size of which is defined in the product standard. 4.4.2 Measuring procedure The test specimen shall be split along the central axis (middle of the width)

29、 in longitudinal direction. The two parts, neither of which shall be turned over, shall be weighted so that they remain flat. The two cut edges shall then be brought together again so as to give the smallest gap. The maximum distance (c) between the two cut edges shall be measured. BS EN 10251:2015E

30、N 10251:2015 (E) 6 4.5 Burr height 4.5.1 Test specimen The test specimen shall consist of a sheet or a length of strip, the size of which is defined in the product standard. The effective length for the measurement shall be 1 m. 4.5.2 Measuring procedure The burr height shall be determined by using

31、a linear measuring device such as a comparator. The device shall have the following characteristics: resolution : 1 m; uncertainty : 2 m; axial movement of the sliding anvil shall be obtained without rotation; dimension of the sliding anvil : 16 mm x 8 mm; applied force on the sliding anvil : 4 N 0,

32、2 N. The test specimen shall be held flat on a surface table. The linear measuring device shall be rigidly fixed on a stand so that the movement of the anvil is perpendicular to the table (see Figure 9). The surface of contact of the sliding anvil shall be parallel to the surface table. The verifica

33、tion of this parallelism can be made using a thickness of the sample. The difference in the distance from any point on the surface of the supporting table shall not exceed 2 m. A three point adjusting surface table is necessary. The test shall consist of measuring the thickness of the sheet at 10 mm

34、 from the cut edge (h1) and the thickness of the cut edge (h2), the sliding anvil having its larger dimension (16 mm) parallel to the cut edge (see Figure 10). A measurement shall be made every 50 mm, by moving the test specimen, the burr height being characterized by the mean value of the 20 measur

35、ements and by the indication of the maximum value obtained. It is permissible to cut the test specimen into lengths of at least 50 mm or multiples of 50 mm. If this is done, the cuts shall be made so that the burrs are on the same side of the sheet as the burr which is to be measured. During the mea

36、surements, the temperature shall be constant. 5 Test report The test report, when requested, shall contain the following as appropriate: a) reference to this European Standard; b) type and designation of the magnetic steel sheet tested; c) one or more of the following, depending on the requirements

37、of the product standard: 1) length (l) of wave in millimetres, to the nearest 10 mm, height (h) of wave in millimetres, to the nearest 1 mm and wave factor (w) in percent, to the nearest 0,1 %; BS EN 10251:2015EN 10251:2015 (E) 7 2) deviation (a) in millimetres characterizing the residual curvature,

38、 to the nearest 1 mm; 3) variation (c) from the shearing line in millimetres, to the nearest 0,1 mm; 4) distance (e) in millimetres characterizing the edge camber, to the nearest 0,1 mm; 5) arithmetic mean value and maximum value of burr height. Key 1 surface table 2 sheet 3 rolling direction h heig

39、ht of wave (mm) l length of wave (mm) Figure 1 Example of wave Figure 2 Wave factor BS EN 10251:2015EN 10251:2015 (E) 8 Figure 3 Verification of the edge camber a) convex gap b) concave gap Key a rolling direction Figure 4 Deviation from the shearing line due to internal stresses Dimensions in milli

40、metres Figure 5 Burr height (h) Explanation to Figure 5: h= h2-h1BS EN 10251:2015EN 10251:2015 (E) 9 Dimensions in millimetres Key 1 graduated rule 2 test specimen 3 clamping device 4 supporting plate Figure 6 Measuring device BS EN 10251:2015EN 10251:2015 (E) 10 Key 1 fixed support 2 clamping devic

41、e 3 test specimen Figure 7 Example of clamping system (Type A) BS EN 10251:2015EN 10251:2015 (E) 11 Key 1 eccentric Figure 8 Example of clamping system (Type B) BS EN 10251:2015EN 10251:2015 (E) 12 Key 1 supporting base 2 test specimen supporting table 3 test specimen 4 moving anvil 5 linear measuri

42、ng device Figure 9 System for measuring burr height Dimensions in millimetres Key 1 test specimen 2 movement direction of the test specimen 3 anvil Figure 10 Position of the moving anvil BS EN 10251:2015EN 10251:2015 (E) 13 Bibliography IEC 60404-1:2000, Magnetic materials Part 1: Classification Thi

43、s 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 incorporated by Royal Charter. British Standards and other standardization products are publis

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