1、BS EN 10363:2016Continuously hot-rolledpatterned steel strip and plate/sheet cut from wide strip Tolerances on dimensions andshapeBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 10363:2016 BRITISH STANDARDNational forewordThis British Standard is the UK impleme
2、ntation of EN 10363:2016.The UK participation in its preparation was entrusted to TechnicalCommittee ISE/103, Structural Steels Other Than Reinforcements.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all
3、the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2016.Published by BSI Standards Limited 2016ISBN 978 0 580 86583 1ICS 77.140.50Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Stand
4、ard was published under the authority of theStandards Policy and Strategy Committee on 31 July 2016.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dBS EN 10363:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10363 July 2016 ICS 77.140.50 English Version Continuousl
5、y hot-rolled patterned steel strip and 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 abge
6、lngt aus Warmbreitband aus Stahl - Grenzabmae 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 w
7、ithout 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 any oth
8、er 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 Republic,
9、 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 and United Kingdom. EUROPEAN COMM
10、ITTEE FOR STANDARDIZATION COMIT EUROPEN 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 EBS EN 10363:2
11、016EN 10363:2016 (E) 2 Contents Page European foreword . 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
12、Tolerances for sheet/plate 8 6.1 Thickness . 8 6.2 Width . 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
13、. 11 8 Testing Testing for dimensional accuracy . 11 8.1 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
14、grades for this dimensional standard 14 Annex B (informative) Indicative typical weight . 15 Bibliography . 16 BS EN 10363:2016EN 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
15、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 January 2017, and conflicting national standards shall be withdrawn at the latest by January 2017. Attention is
16、 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. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the fol
17、lowing countries are bound to implement this European 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,
18、 Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 10363:2016EN 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/shee
19、t cut of it in nominal thicknesses up to 20 mm 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 Stri
20、p w 8 000 0 a aThe upper tolerances for nominal 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 millimetre
21、s Nominal thickness t Nominal width w Tolerances 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 she
22、et/plate for a nominal length l 5 000 mm. For sheet/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). BS EN 10363:2016EN 10363:2016
23、 (E) 11 6.6 Out-of-squareness The deviation 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 b
24、y a requirement that a perfect rectangle formed 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
25、 slit 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: ( )( )=90lmnominal thickness mmprovided that the result does not exceed 20 m. 7.2 Thickness The tolerances for thicknes
26、s shall be the same as those for sheet/plate (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
27、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 shall be agreed at the time of enquiry and order (see 4.1 i). 8 Testing Testing for dimensional accuracy 8
28、.1 Extent of inspection If an acceptance inspection 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 procedu
29、re 8.2.1 Thickness The thickness shall be measured 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. BS EN 10363:2016EN 10363:2016 (E) 12 8.2.2 Width The width shall be measure
30、d perpendicular to the longitudinal axis 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 re
31、sts freely under its own mass. Deviation 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 no
32、t less than 200 mm from either end of the 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
33、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. 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
34、 000 mm, the measuring base shall be 5 000 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). BS EN 10363:2016EN 10363:2016 (E) 13 Figure 6
35、Determining out-of squareness BS EN 10363:2016EN 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 product
36、s 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 steels EN 10025-5,
37、 Hot rolled products of structural 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 r
38、olled steels BS EN 10363:2016EN 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
39、kg/m2for design R sheet/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 15 121,7
40、5 119,75 121,75 20 161,00 159,00 161,00 BS EN 10363:2016EN 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 con
41、ditions for normalized/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:
42、 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 This page deliberately left blankB
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