1、February 2011 Translation by DIN-Sprachendienst.English price group 11No 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).I
2、CS 77.140.50!$mr+“1747908www.din.deDDIN EN 10051Continuously hot-rolled strip and plate/sheet cut from wide strip ofnon-alloy and alloy steels Tolerances on dimensions and shapeEnglish translation of DIN EN 10051:2011-02Kontinuierlich warmgewalztes Band und Blech abgelngt aus Warmbreitband ausunlegi
3、erten und legierten Sthlen Grenzabmae und FormtoleranzenEnglische bersetzung von DIN EN 10051:2011-02Bandes lamines chaud en continu, bandes et tles issues de larges bandes lamines chaud en aciers allis et non allis Tolrances sur les dimensions et la formeTraduction anglaise de DIN EN 10051:2011-02T
4、ogether with supersedesDIN EN 10051:1997-11www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.DIN EN ISO 9444-2:2010-11,1802.11 DIN EN 10051:2011-02 2 A comma is used as the decimal marker. National foreword This standard has been pre
5、pared by Technical Committee ECISS/TC 103 “Structural steels other than reinforcements” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Eisen und Stahl (Steel and Iron Standards Committee), Subcommittee 20/1 Manormen fr warmgewalzte Flache
6、rzeugnisse. Amendments This standard differs from DIN EN 10051:1997-11 as follows: a) stainless steel plates have been deleted from the scope of this standard, they are now covered by EN ISO 9444-2:2010; b) Clause 2 “Normative references” has been updated; c) in Clause 3 “Terms and definitions”, 3.3
7、 crown has been added; d) Subclauses 4.1 “General” and 4.2 “Options” have been modified; e) in Table 2 “Tolerances on thickness”, nominal thicknesses 8,00 mm t 11,00 mm have been included; f) the “tolerances on thickness” are now classified according to the minimum yield strength (categories A, B, C
8、 and D) Tables 3 to 6; g) the “tolerances on flatness” are now classified according to the minimum yield strength (categories A, B, C and D) Tables 9 and 10; h) the definition of the length of sheet/plate (8.3) has been modified; i) a new Figure 1 relating to the edge camber has been added; j) Annex
9、es A and B have been modified; k) the standard has been editorially revised. Previous editions DIN 1541-1: 1932-05 DIN 1541-2: 1932-05 DIN 1016: 1941x-10, 1959-01, 1972-11, 1987-06 DIN EN 10051: 1992-02, 1997-11 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10051 November 2010 ICS 77.140.50 S
10、upersedes EN 10051:1991 + A1:1997English Version Continuously hot-rolled strip and plate/sheet cut from wide strip of non-alloy and alloy steels - Tolerances on dimensions and shape Bandes lamines chaud en continu, bandes et tles issues de larges bandes lamines chaud en aciers allis et non allis - T
11、olrances sur les dimensions et la forme Kontinuierlich warmgewalztes Band und Blech abgelngt aus Warmbreitband aus unlegierten und legierten Sthlen -Grenzabmae und Formtoleranzen This European Standard was approved by CEN on 23 October 2010. CEN members are bound to comply with the CEN/CENELEC Inter
12、nal 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 CEN Management Centre or to any CEN memb
13、er. 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 Management Centre has the same status as the official versions. CEN membe
14、rs are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,
15、Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membe
16、rs. Ref. No. EN 10051:2010: EEN 10051:2010 (E) 2 Contents Page Foreword 31 Scope 42 Normative references 43 Terms and definitions .44 Information to be supplied by the purchaser .54.1 General 54.2 Options .54.3 Designation 55 Form of supply .56 Tolerances for sheet/plate 66.1 Thickness .66.2 Length
17、.86.3 Width .86.4 Flatness 96.5 Edge camber . 106.6 Out-of-squareness 106.7 Superimposement of dimensions . 107 Tolerances for wide strip and strip split from wide strip . 107.1 General . 107.2 Thickness 107.3 Width 117.4 Flatness . 117.5 Edge camber . 128 Measurement . 128.1 General . 128.2 Thickne
18、ss 128.3 Length of sheet/plate 128.4 Width 128.5 Flatness for sheet/plate 128.6 Edge camber . 128.7 Out-of-squareness for sheet/plate 13Annex A (informative) Standards with steel grades for this dimensional standard . 14Annex B (normative) Options . 16DIN EN 10051:2011-02 EN 10051:2010 (E) 3 Forewor
19、d This document (EN 10051:2010) has been prepared by Technical Committee ECISS/TC 103 “Structural steels other than reinforcements”, 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 endo
20、rsement, at the latest by May 2011, and conflicting national standards shall be withdrawn at the latest by May 2011. 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
21、any or all such patent rights. This document supersedes EN 10051:1991+A1:1997. 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
22、, 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. DIN EN 10051:2011-02 EN 10051:2010 (E) 4 1 Scope This E
23、uropean Standard specifies tolerances on dimensions and shape for continuously hot-rolled uncoated plate/sheet and strip with a maximum width of 2 200 mm of non-alloy and alloy steels in accordance with Table 1 (see also Annex A). This European Standard also applies to hot-rolled strip for cold roll
24、ing. Table 1 Field of application Product Thickness mm Steel grades according to: (but not limited to) wide strip (width: 600 mm w 2 200 mm), Sheet/Plate cut from wide strip, strip w 10 mm (see 6.3); h) tolerances on flatness for sheet/plate of category D (see 6.4.2 and Table 10); i) edge camber req
25、uirements for strip 1 800 t 2,00 0,13 0,14 0,16 2,00 1 800 t 2,00 0,17 0,19 0,21 2,00 1 800 t 2,00 0,20 0,22 0,24 2,00 1 800 t 2,00 0,22 0,25 0,27 2,00 1 800 t 2,00 0,24 0,27 0,29 2,00 1 850 0 +25 0 +6 aTolerances for trimmed edges apply to products with nominal thickness t 10 mm; for nominal thickn
26、ess t 10 mm the upper tolerances shall be agreed at the time of enquiry and order.6.4 Flatness 6.4.1 For continuously hot-rolled low carbon sheet/plate of steels with a specified minimum yield strength Re 300 MPa (category A) the deviation from flatness shall not exceed the tolerances given in Table
27、 9. Closer flatness tolerances shall be agreed at the time of enquiry and order (see Annex B, option c). Table 9 Tolerances on flatness for steels with a specified minimum yield strength Re 300 MPa (category A) Dimensions in mm Nominal thickness t Nominal width w Tolerances on flatness Special toler
28、ances on flatness t 2,00 w 1 200 18 9 1 200 1 500 25 132,00 1 500 23 12 6.4.2 For continuously hot-rolled low carbon sheet/plate of steels with a specified minimum yield strength 300 MPa 1 500 28 38 aThe categories B, C and D are defined in 6.1.2 and Tables 4 to 6. 6.5 Edge camber The edge camber sh
29、all not exceed 0,5 % of the actual length of the sheet/plate for a nominal length l 5 000 mm. For sheet/plate with a nominal length l 5 000 mm and widths w 600 mm, the edge camber shall not exceed 20 mm for any length of 5 000 mm in the case of sheet/plate with mill edges and 15 mm in the case of sh
30、eet with trimmed edges. 6.6 Out-of-squareness The out-of-squareness u measured in accordance with 8.7 shall not exceed 1,0 % of the actual width of the sheet/plate. 6.7 Superimposement of dimensions By agreement at the time of enquiry and order the upper tolerances on out-of-squareness and edge camb
31、er may be replaced by a requirement that a perfect rectangle formed by the ordered width and length dimensions can be superimposed into the sheets delivered (see Annex B, option e). In this case, the upper tolerances on width and length shall be agreed at the time of enquiry and order. 7 Tolerances
32、for wide strip and strip split from wide strip 7.1 General The specified values for tolerances shall not apply to the uncropped ends of the coil for a total length l, which is calculated using the formula. l (m) = (mm)thicknessnominal90provided that the result does not exceed 20 m. 7.2 Thickness 7.2
33、.1 The tolerances on thickness shall be the same as those for sheet/plate (see 6.1). DIN EN 10051:2011-02 EN 10051:2010 (E) 11 7.2.2 Maximum values for crown as given in Table 11 and permissible thickness differences within one coil as given in Table 12 shall apply for hot-rolled strip for cold roll
34、ing, if agreed at the time of enquiry and order (see Annex B, option f). The thickness (within one coil) shall change gradually and the changes shall not be discontinuous. NOTE For coils not slit in longitudinal direction the crown should be aimed to be as constant and symmetrical from the middle of
35、 the coil as possible. 7.2.3 More severe tolerances on thickness and crown may be agreed at the time of enquiry and order (see Annex B, option g). Table 11 Maximum values for crown for hot-rolled strip for cold rolling Dimensions in mm Nominal width w Permissible crown for steel category aA B C D w
36、1 200 0,10 0,12 0,13 0,14 1 200 w 1 500 0,13 0,15 0,17 0,18 1 500 w 1 800 0,16 0,18 0,21 0,22 1 800 w 2 200 0,20 0,23 0,26 0,28 aThe values for permissible crown shall be lowered by 20 % for hot-rolled strip slit from wide strip meant for cold rolling. Table 12 Permissible thickness differences with
37、in one coil of hot-rolled strip coil for cold rolling Dimensions in mm Nominal thickness t Permissible thickness differences for nominal width of strip w 1 200 1 200 w 1 500 1 500 w 2 200 0,8 t 2,0 0,20 0,24 0,28 2,0 t 3,0 0,22 0,27 0,333,0 t 4,0 0,28 0,32 0,40 4,0 t 8,0 0,28 0,32 0,407.3 Width The
38、tolerances on width for strip shall be the same as for sheet/plate (see 6.3). 7.4 Flatness Requirements concerning flatness shall be agreed at the time of enquiry and order. Any requirements agreed shall take into account the processing equipment at the users disposal. DIN EN 10051:2011-02 EN 10051:
39、2010 (E) 12 7.5 Edge camber For strip w 600 mm, the edge camber shall not exceed 20 mm for any length of 5 000 mm in the case of strip with mill edges and 15 mm in the case of strip with trimmed edges. For strip w 600 mm slit from wide strip, the tolerances on edge camber shall be agreed at the time
40、 of enquiry and order. 8 Measurement 8.1 General Measurements listed in 8.2 to 8.7 shall be used in case of dispute and be carried out at ambient temperature. 8.2 Thickness 8.2.1 The thickness shall be measured at any point situated at least 40 mm from the edges for products with mill edges and at l
41、east 25 mm from the edges for products with trimmed/slit edges. For coils with uncropped ends, 7.1 shall be considered. 8.2.2 The crown shall be measured as the thickness difference between the centre line of the product and a measuring point at 40 mm from any edge of the product in case of mill edg
42、es and at 25 mm in case of trimmed/slit edges. 8.2.3 The difference in thickness within one coil shall be measured at a line with an invariable distance from the longitudinal edges (minimum distance from the edges in accordance with 8.2.1). 8.3 Length of sheet/plate The length of the sheet/plate is
43、the length of the shorter of both longitudinal edges. 8.4 Width The width shall be measured at right angles to the longitudinal axis of the product. 8.5 Flatness for sheet/plate Deviation from flatness for sheet/plate shall be determined by measuring the deviation in distance between the product and
44、 a flat horizontal surface on which it is placed. 8.6 Edge camber The edge camber is the maximum deviation of a longitudinal edge from a straight edge measuring base applied to it. The camber is measured on the concave edge (see Figure 1). For sheet/plate measuring base shall be the length of the pr
45、oduct for a nominal length l 5 000 mm. For strip and sheet/plate with a nominal length l 5 000 mm, the measuring base shall be 5 000 mm, taken anywhere along the edge but excluding the uncropped ends. DIN EN 10051:2011-02 EN 10051:2010 (E) 13 Figure 1 Measurement of edge camber Key 1 Edge Camber 2 S
46、ide edge (concave side) 3 Straight edge a Rolling direction 8.7 Out-of-squareness for sheet/plate The out-of-squareness u for sheet/plate is the orthogonal projection of a transverse edge over a longitudinal edge (see Figure 2). Key 1 Out-of squareness u 2 Square 3 Side edge a Rolling direction Figu
47、re 2 Measurement of out-of-squareness DIN EN 10051:2011-02 EN 10051:2010 (E) 14 Annex A (informative) Standards with steel grades for this dimensional standard EN 10025-2, Hot rolled products of structural steels Part 2: Technical delivery conditions for non-alloy structural steels EN 10025-3, Hot r
48、olled products of structural steels Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels EN 10025-4, Hot rolled products of structural steels Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steel
49、s EN 10025-5, Hot rolled products of structural steels Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance EN 10025-6:2004+A1:2009, Hot rolled products of structural steels Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition EN 10028
