1、October 2016 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).ICS 77.140.50!%n_“2577560www.din.deD
2、IN EN 10363Continuously hotrolled patterned steel strip and plate/sheet cut from wide strip Tolerances on dimensions and shape;English version EN 10363:2016,English translation of DIN EN 10363:2016-10Kontinuierlich warmgewalztes Riffelband und blech abgelngt aus Warmbreitband aus Stahl Grenzabmae un
3、d Formtoleranzen;Englische Fassung EN 10363:2016,Englische bersetzung von DIN EN 10363:2016-10Bandes et tles/feuilles larmes stries issues de larges bandes en acier lamin chaud en continu tolrances sur les dimensions et la forme;Version anglaise EN 10363:2016,Traduction anglaise de DIN EN 10363:2016
4、-10www.beuth.deDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.Document comprises 18 pages 09.16 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee ECISS/TC 103 “Structu
5、ral steels other than reinforcements” (Secretariat: DIN, Germany) of the European Committee for Iron and Steel Standardization (ECISS). The responsible German body involved in its preparation was DIN-Normenausschuss Eisen und Stahl (DIN Standards Committee Iron and Steel), Working Committee NA 021-0
6、0-20/1 UA Warmgewalzte Flacherzeug-nisse. Amendments There are no amendments; this is the first edition of the European Standard. DIN EN 10363:2016-10 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10363 July 2016 ICS 77.140.50 English Version Continuously hot-rolled patterned steel strip and
7、plate/sheet cut from wide strip - Tolerances on dimensions and shape Bandes et tles/feuilles larmes stries issues de larges bandes en acier lamin chaud en continu - tolrances sur les dimensions et la forme Kontinuierlich warmgewalztes Riffelband und -blech abgelngt aus Warmbreitband aus Stahl - Gren
8、zabmae und Formtoleranzen This European Standard was approved by CEN on 15 April 2016. 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
9、 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 any other language made by translation under t
10、he 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 Republic, Denmark, Estonia, Finland, Former Yugo
11、slav 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
12、 DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue 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 10363:2016 EEN 10363:2016 (E) 2 Contents Page European foreword
13、. 3 1 Scope 4 2 Normative references 4 3 Terms and definitions . 4 4 Information to be supplied by the purchaser . 4 4.1 General 4 4.2 Options 5 4.3 Example of designations . 5 5 Form of supply and design . 6 5.1 Form of supply 6 5.2 Design 6 6 Tolerances for sheet/plate 8 6.1 Thickness . 8 6.2 Widt
14、h . 9 6.3 Length 9 6.4 Flatness 10 6.5 Edge camber . 10 6.6 Out-of-squareness 11 6.7 Superimposement of dimensions . 11 7 Tolerances for wide strip and strip slit from wide strip 11 7.1 General . 11 7.2 Thickness 11 7.3 Width 11 7.4 Edge camber . 11 8 Testing Testing for dimensional accuracy . 11 8.
15、1 Extension of inspection 11 8.2 Test procedure 11 8.2.1 Thickness 11 8.2.2 Width 12 8.2.3 Length of sheet/plate 12 8.2.4 Flatness 12 8.2.5 Edge camber . 12 8.2.6 Out-of-squareness for sheet/plate . 12 Annex A (informative) Standards with steel grades for this dimensional standard 14 Annex B (inform
16、ative) Indicative typical weight . 15 Bibliography . 16 DIN EN 10363:2016-10EN 10363:2016 (E) 3 European foreword This document (EN 10363:2016) has been prepared by Technical Committee ECISS/TC 103 “Structural steels other than reinforcements”, the secretariat of which is held by DIN. This European
17、Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by January 2017, and conflicting national standards shall be withdrawn at the latest by January 2017. Attention is drawn to the possibility that some of the elements
18、 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. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this Europe
19、an Standard: 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, Slove
20、nia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 10363:2016-10EN 10363:2016 (E) 4 1 Scope This European Standard specifies tolerances on dimensions and shape for continuously hot-rolled uncoated patterned steel strip and plate/sheet cut of it in nominal thicknesses up to 20 mm
21、inclusive, of non-alloy and alloy steels in accordance with Table 1 (see also Annex A). Table 1 Field of application Product Nominal thickness Steel grades according (but not limited) to: Wide strip (width: w 600 mm)aSheet/plate cut from wide strip Strip w 8 000 0 a aThe upper tolerances for nominal
22、 length over 8 000 mm shall be agreed at time of enquiry and order. 6.4 Flatness 6.4.1 The deviation from flatness shall not exceed the tolerances given in Table 5 (see also 8.2.4). Table 5 Tolerances on flatness for sheet/plate Dimensions in millimetres Nominal thickness t Nominal width w Tolerance
23、s on flatness t 1 500 35 7,0 t 1 500 29 10,0 t 20,0 w 1 500 19 6.4.2 Deviation from flatness is liable to increase considerably through inexpert handling and storage. 6.5 Edge camber The edge camber shall not exceed 0,5 % of the actual length of the sheet/plate for a nominal length l 5 000 mm. For s
24、heet/plate with a nominal length l 5 000 mm, the edge camber shall not exceed 20 mm for any length of 5 000 mm in case of sheet/plate with mill edges and 15 mm in the case of sheet plate with trimmed edges (see also 8.2.5). DIN EN 10363:2016-10EN 10363:2016 (E) 11 6.6 Out-of-squareness The deviation
25、 from out-of-squareness shall not exceed 1 % of the actual width of the sheet/plate (see also 8.2.6). 6.7 Superimposement of dimensions By agreement at the time of enquiry and order the upper tolerances on out-of-squareness and edge camber may be replaced by a requirement that a perfect rectangle fo
26、rmed by the ordered width and length dimensions can be superimposed into the sheets delivered (see 4.2, Option 2). In this case, the upper tolerances on width and length shall be agreed at the time of enquiry and order. 7 Tolerances for wide strip and strip slit from wide strip 7.1 General The speci
27、fied values for tolerances shall not apply to the uncropped ends of the coil for a total length l, which is calculated using the formula: ( )( )=90lmnominal thickness mmprovided that the result does not exceed 20 m. 7.2 Thickness The tolerances for thickness shall be the same as those for sheet/plat
28、e (see 6.1). The thickness (within one coil) shall change gradually and the changes should not be discontinuous. 7.3 Width The tolerances on width for strip shall be the same as for sheet/plate (see 6.2). 7.4 Edge camber For strip w 600 mm, the edge camber shall not exceed 20 mm for any length of 5
29、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 shall be agreed at the time of enquiry and order (see 4.1 i). 8 Testing Testing for dimensional accuracy 8.1 Extent of inspection If an acceptance in
30、spection has been agreed, the number of plates to be tested for dimensional accuracy by the manufacturer shall also be agreed. Measurements listed in 8.2.1 to 8.2.6 shall be used in case of dispute and be carried out at ambient temperature. 8.2 Test procedure 8.2.1 Thickness The thickness shall be m
31、easured at any point, which is not affected by the pattern, not less than 40 mm from the edges in case of mill edges and not less than 25 mm from the edges in case of trimmed edges. DIN EN 10363:2016-10EN 10363:2016 (E) 12 8.2.2 Width The width shall be measured perpendicular to the longitudinal axi
32、s of the product. 8.2.3 Length of sheet/plate The length of the plate is the length of the largest rectangle enclosed in it. 8.2.4 Flatness For checking sheet/plate for deviation from flatness, lay a single sheet/plate on a flat horizontal surface so that it rests freely under its own mass. Deviatio
33、n from flatness shall be measured as the maximum distance between the smooth side of a plate and a straight edge 1 000 mm or 2 000 mm long, laid on it in any direction. Measurements shall be taken at points not less than 25 mm from the longitudinal edges and not less than 200 mm from either end of t
34、he plate (see Figure 5). Only a section between two points of contact between the straight edge and the plate shall be considered. Key 1 area for determining the deviation from flatness Figure 5 Determining of deviation from flatness 8.2.5 Edge camber The edge camber is the maximum deviation of a lo
35、ngitudinal edge from a straight edge measuring base applied to it. The camber is measured on the concave edge. For sheet/plate measuring base shall be the length of the product 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
36、000 mm, taken anywhere along the edge but excluding the uncropped ends. 8.2.6 Out-of-squareness for sheet/plate Out-of-squareness, u is the vertical projection of a cross edge on a longitudinal edge (see Figure 6). DIN EN 10363:2016-10 EN 10363:2016 (E) 13 Figure 6 Determining out-of squareness DIN
37、EN 10363:2016-10 EN 10363:2016 (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 rolled products of structural steels Part 3
38、: 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 steels EN 10025-5, Hot rolled products of struc
39、tural steels Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance EN 10149-2, Hot rolled flat products made of high yield strength steels for cold forming Part 2: Technical delivery conditions for thermomechanically rolled steels DIN EN 10363:201
40、6-10 EN 10363:2016 (E) 15 Annex B (informative) Indicative typical weight Table B.1 gives the indicative typical weight of patterned steel plate, calculated taking the density of steel of 7,85 kg/dm3, and considering an additional allowance of 2 kg/m2for design T and A and 4 kg/m2for design R sheet/
41、plate. Table B.1 Indicative typical weight Nominal thickness t (mm) Nominal mass in kg/m2for design R T A 2 19,70 17,70 19,70 3 27,55 25,55 27,55 4 35,40 33,40 35,40 5 43,25 41,25 43,25 6 51,10 49,10 51,10 8 66,80 64,80 66,80 10 82,50 80,50 82,50 12 98,20 96,20 98,20 15 121,75 119,75 121,75 20 161,0
42、0 159,00 161,00 DIN EN 10363:2016-10 EN 10363:2016 (E) 16 Bibliography 1 EN 10025-2, Hot rolled products of structural steels Part 2: Technical delivery conditions for non-alloy structural steels 2 EN 10025-3, Hot rolled products of structural steels Part 3: Technical delivery conditions for normali
43、zed/normalized rolled weldable fine grain structural steels 3 EN 10025-4, Hot rolled products of structural steels Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels 4 EN 10025-5, Hot rolled products of structural steels Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance 5 EN 10149-2, Hot rolled flat products made of high yield strength steels for cold forming Part 2: Technical delivery conditions for thermomechanically rolled steels DIN EN 10363:2016-10
