1、BRITISH STANDARDBS EN 10163-1:2004Incorporating corrigendum no. 1Delivery requirements for surface condition of hot-rolled steel plates, wide flats and sections Part 1: General requirementsThe European Standard EN 10163-1:2004 has the status of a British StandardICS 77.140.50g49g50g3g38g50g51g60g44g
2、49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 10163-1:2004This British Standard was published under the authority of the Standards Policy and Strategy Committee on
3、16 December 2004 BSI 2007ISBN 0 580 45121 6National forewordThis British Standard was published by BSI. It is the UK implementation of EN 10163-1:2004, incorporating corrigendum February 2007. It supersedes BS EN 10163-1:1991 which is withdrawn.The UK participation in its preparation was entrusted t
4、o Technical Committee ISE/12, Structural steels. A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance wit
5、h a British Standard cannot confer immunity from legal obligations.Amendments issued since publicationAmd. No. Date Comments17030 Corrigendum No. 130 April 2007 Replaces references to EN 288-2 and EN 288-3 by EN ISO 15609-1 and EN ISO 15614-1 respectivelyEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE
6、NORM EN 10163-1 December 2004 ICS 77.140.50 Supersedes EN 10163-1:1991 English version Delivery requirements for surface condition of hot-rolled steel plates, wide flats and sections - Part 1: General requirements Conditions de livraison relatives ltat de surface des tles, larges plats et profils en
7、 acier lamins chaud - Partie 1: Gnralits Lieferbedingungen fr die Oberflchenbeschaffenheit von warmgewalzten Stahlerzeugnissen (Blech, Breitflachstahl und Profile) - Teil 1: Allgemeine Anforderungen This European Standard was approved by CEN on 4 November 2004. CEN members are bound to comply with t
8、he 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 on application to the Central Secretariat
9、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 Central Secretariat has the same status as the official ver
10、sions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Swit
11、zerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2004 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. N
12、o. EN 10163-1:2004: EIncorporating corrigendum February 2007 EN 10163-1:2004 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Terms and definitions .4 4 General4 5 Classification5 6 Requirements.5 6.1 Depth and affected area of discontinuities .5 6.1.1 Depth.5 6.1.2 Affected area 5
13、 6.2 Repair requirements8 6.3 Repair procedures .8 6.3.1 Grinding 8 6.3.2 Welding .8 Annex A (informative) Description of most common discontinuities9 Annex B (informative) List of equivalent terms in foreign languages .11 Annex C (informative) List of national standards which correspond with EURONO
14、RMS referenced.12 Bibliography 13 EN 10163-1:2004 (E) 3 Foreword This document (EN 10163-1:2004) has been prepared by Technical Committee ECISS/TC 10 “Structural steels Grades and qualities”, the secretariat of which is held by NEN. This European Standard shall be given the status of a national stan
15、dard, either by publication of an identical text or by endorsement, at the latest by June 2005, and conflicting national standards shall be withdrawn at the latest by June 2005. This document supersedes EN 10163-1:1991, Delivery requirements for surface condition of hot-rolled steel plates, wide fla
16、ts and sections Part 1: General requirements. This document covers the general delivery requirements for the surface condition of hot-rolled steel products such as: plates and wide flats, see Part 2; sections, see Part 3. During the 5 year review of EN 10163-1:1991 the members of ECISS/TC 10 agreed
17、to revise EN 10163-1:1991. It was asked to bring the text in line with ECISS DOCS N 809 “Iron and steel standardization Model for a product standard”. This document includes a Bibliography. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following count
18、ries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerl
19、and and United Kingdom. EN 10163-1:2004 (E) 4 1 Scope 1.1 This document specifies the general requirements for the surface condition of hot-rolled steel plates, wide flats and sections. It covers the requirements on the type, the permissible depth and the permissible size of the surface area affecte
20、d by: discontinuities (imperfections and defects) and repairs by grinding and/or welding. 1.2 This document shall be applied so far as no other requirements for the surface condition exist in the appropriate material or product standard. The requirements laid down in the appropriate material or prod
21、uct standard shall always prevail. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments)
22、applies. EN 287-1, Qualification test of welders Fusion welding Part 1: Steels. EN 10079:1992, Definition of steel products. EN 10163-2:2004, Delivery requirements for surface condition of hot-rolled steel plates, wide flats and sections Part 2: Plate and wide flats. EN 10163-3:2004, Delivery requir
23、ements for surface condition of hot-rolled steel plates, wide flats and sections Part 3: Sections. EN ISO 15607, Specification and qualification of welding procedures for metallic materials General rules (ISO 15607:2003). NOTE In Annex C EURONORM 19, 53 and 54 are mentioned with corresponding nation
24、al standards. These EURONORMS are formally withdrawn, but there are no corresponding ENs. Therefore they are not mentioned in this clause. 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 10079:1992, EN 10163-2:2004 and EN 10163-3:2004 apply. NOTE For
25、the most common surface discontinuities see the descriptions in Annex A. In Annex B the terms can be found in their respective languages. 4 General Responsibility for the required surface condition, whether the product is delivered descaled or not, rests with the material producer, who has to take t
26、he necessary precautions. The producer can only take account of EN ISO 15609-1, Specification and qualification of welding procedures for metallic materialsprocedure specification Part 1: Arc welding (ISO 15609-1:2004). Welding EN ISO 15614-1, Specification and qualification of welding procedures fo
27、r metallic materialsprocedure test Part 1: Arc and gas welding of steels and arc welding of nickel and nickel alloys(ISO 15614-1:2004). Welding EN 10163-1:2004 (E) 5 discontinuities which are visible to the naked eye. Rolling or heat-treatment scale may conceal surface discontinuities. If, during th
28、e subsequent descaling or working operations by the user, the material is found to be defective because of faulty rolling or processing by the producer, the producer shall be given opportunity to repair the product provided that this is not in conflict with the appropriate material or product standa
29、rd. 5 Classification The surface requirements and repair conditions are subdivided into classes as specified in EN 10163-2 and EN 10163-3. 6 Requirements 6.1 Depth and affected area of discontinuities 6.1.1 Depth To differentiate the surface discontinuities in terms of imperfections and defects, the
30、 depth of representative surface discontinuities shall when necessary be measured. The measurement shall be carried out from the surface of the product. The depth of the discontinuities chosen as representative ones shall be determined after the discontinuity has been removed by grinding. 6.1.2 Affe
31、cted area Areas affected by surface discontinuities shall when necessary be determined as follows: a) for isolated discontinuities (Figure 1) the affected area is obtained by drawing a continuous line which follows the circumference of the discontinuity at a distance of 20 mm or by drawing a rectang
32、le whose sides are 20 mm from the edges of the discontinuity; b) for discontinuities appearing in a cluster (Figure 2), the affected area is obtained by drawing a continuous line which follows the circumference of the cluster at a distance of 20 mm or by drawing a rectangle whose sides are 20 mm fro
33、m the continuous line which follows the cluster or by the product edge if this is closer. For discontinuities appearing in a line (Figure 3), the affected area is obtained by drawing a rectangle the sides of which are 20 mm in the longitudinal direction and 20 mm in the transverse direction from the
34、 edge of the discontinuity or by the product edge if this is closer. Multiple appearing discontinuities whose edges are closer together than 40 mm shall be considered as one cluster. EN 10163-1:2004 (E) 6 Dimensions in millimetres 1 Horizontal line Figure 1 Determination of the area affected by an i
35、solated discontinuity EN 10163-1:2004 (E) 7 Dimensions in millimetres 1 Horizontal line Figure 2 Determination of the areas affected by clustered discontinuities Dimensions in millimetres Figure 3 Determination of the areas affected by aligned single or multiple discontinuities EN 10163-1:2004 (E) 8
36、 6.2 Repair requirements The repair requirements for each class (see Clause 5) are specified in EN 10163-2 and EN 10163-3. 6.3 Repair procedures 6.3.1 Grinding If a discontinuity has to be repaired, it shall be removed completely by grinding to its full depth. The ground areas shall have a smooth tr
37、ansition to the surrounding surface of the product. In case of dispute complete elimination of the defect may be demonstrated by magnetic particle or by dye penetrant test techniques. 6.3.2 Welding Defects shall be completely eliminated before any weld repair is commenced. This procedure shall not r
38、educe the thickness of the product to less than 70 % of its nominal thickness. Prior to weld repair of edges of flat products, the depth of the groove, measured from the edge inward, shall not exceed the nominal thickness of the product with a maximum of 30 mm. The welding shall be carried out by op
39、erators qualified in accordance with EN 287-1. Welding procedures shall be carried out in accordance with EN ISO 15607, EN ISO 15609-1 and EN ISO 15614-1. The weld shall be free of any lack of fusion, undercutting, cracks and other defects which could impair the workability or use of the product in
40、question as specified by the purchaser. The deposited weld material shall reach above the plate surface and shall subsequently be ground smooth and level with the product surface. After grinding smooth, ordered product thickness tolerances apply to the ground area. After repair a post-weld heat trea
41、tment may be agreed between the producer and the purchaser. Proper repair shall be verified by ultrasonic, radiographic, magnetic particle or dye penetrant inspection. When the method has not been specified by the purchaser, the choice of the method is at the manufacturers discretion. If requested a
42、t the time of the order for every welding repair the producer shall provide reports containing a sketch, showing dimensions and location of the defect and full details of the repair procedure, including the welding consumables, eventual post-weld heat treatment and non-destructive testing. NOTE In c
43、ertain applications, such as otherwise unwelded components of structures for which the choice of steel grade with respect to notch ductility would be determined by the presence or absence of welding or in which permissible stresses are limited by considerations of fatigue, repair by welding may not
44、be satisfactory or may require special inspection after completion. In EN 10163-2 and EN 10163-3 classes and subclasses are defined for which repair by welding is not allowed. EN 10163-1:2004 (E) 9 Annex A (informative) Description of most common discontinuities A.1 General For the most common surfa
45、ce discontinuities the following descriptions apply:1) A.1.1 rolled-in scale and pitting marks on the rolled surface varying in shape, thickness and frequency Rolled-in scale results from the inherent surface scaling of the stock before or during hot-rolling or processing. A.1.2 indentations and rol
46、l marks indentations (depressions) or hot-roll marks (protuberances) are normally attributed to the natural wear of rolls or pinch rolls These discontinuities can be distributed at definite distances apart or irregularly throughout the length and width of the stock. A.1.3 scratches, grooves mechanic
47、al scoring at the surface Scratches are mostly parallel or at right angles to the rolling direction. They may be slightly rolled over and seldom contain scale. This scoring is caused by friction between the stock and parts of the equipment due to relative movements. A.1.4 spills, slivers minute surf
48、ace discontinuities of an irregular and shell like nature Spills and slivers are elongated in the direction of rolling, their extent depending on the degree of reduction. They are still connected, as minute particles of shell, to the base metal at certain points. A.1.5 blisters blow hole located clo
49、sely beneath the surface Blisters often appear during hot-rolling. A.1.6 sand patches non-metallic internal inclusions, elongated in the direction of rolling and distinctly coloured A.1.7 cracks narrow line of fracture on the surface 1) Photographs of the most common surface discontinuities can be found in the VDEh brochure “Oberflchenfehler von warmgewalzten Flachstahlerzeugnissen“ (edition 1978) published by Verlag Stahleisen GmbH, Postfach 105145, 40042 Dsseldorf, Germany. EN 10163-1:2004 (E) 10 Cracks are due mainly to
