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本文(BS EN 10248-1-1996 Hot rolled sheet piling of non alloy steels - Technical delivery conditions《非合金钢热轧制板桩 第1部分 交付技术状态》.pdf)为本站会员(fatcommittee260)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!

BS EN 10248-1-1996 Hot rolled sheet piling of non alloy steels - Technical delivery conditions《非合金钢热轧制板桩 第1部分 交付技术状态》.pdf

1、BRITISH STANDARD BS EN 10248-1:1996 Hot rolled sheet piling of non alloy steels Part 1: Technical delivery conditions The European Standard EN10248-1:1995 has the status of a BritishStandard ICS 77.140.70BSEN10248-1:1996 This British Standard, having been prepared under the directionof the Engineeri

2、ng SectorBoard, was published underthe authority of the Standards Board and comesintoeffect on 15March1996 BSI 12-1999 The following BSI references relate to the work on this standard: Committee reference ISE/12 Draft for comment93/309092 DC ISBN 0 580 24921 2 Committees responsible for this British

3、Standard The preparation of this BritishStandard was entrusted to Technical Committee ISE/12, Structural steels, upon which the following bodies were represented: BEAMA Ltd. British Constructional Steelwork Association Ltd. British Iron and Steel Producers Association British Railways Board Departme

4、nt of Transport Institution of Structural Engineers Lloyds Register of Shipping National Association of Steel Stockholders Railway Industry Association Society of Motor Manufacturers and Traders Limited Steel Construction Institute Welding Institute Amendments issued since publication Amd. No. Date

5、CommentsBSEN10248-1:1996 BSI 12-1999 i Contents Page Committees responsible Inside front cover National foreword ii Foreword 2 Text of EN 10248-1 3 List of references Inside back coverBSEN10248-1:1996 ii BSI 12-1999 National foreword This BritishStandard has been prepared by Technical Committee ISE/

6、12 and is the English language version of EN10248-1:1995 Hot rolled sheet piling of non alloy steels Part1: Technical delivery conditions published by the European Committee for Standardization (CEN). A British Standard does not purport to include all the necessary provisions of a contract. Users of

7、 British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Cross-references Publication referred to Corresponding BritishStandard EN10002-1 BS EN10002 Tensile testing of metallic materials Part1:1990

8、 Method of test at ambient temperature EN10020 BS EN10020:1991 Definition and classification of gradesof steel EN10021 BS EN10021:1993 General technical delivery requirements for steel and iron products BS EN10027 Designation systems for steel EN10027-1 Part1:1992 Steel names, principal symbols EN10

9、027-2 Part2:1992 Steel numbers EN10079 BS EN10079:1993 Definition of steel products EN10204 BS EN10204:1991 Metallic products. Types of inspection documents Summary of pages This document comprises a front cover, an inside front cover, pagesi andii, theEN title page, pages2 to12, an inside back cove

10、r and a back cover. This standard has been updated (see copyright date) and may have had amendments incorporated. This will be indicated in the amendment table on the inside front cover.EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10248-1 June 1995 ICS 77.140.70 Descriptors: Iron and steel p

11、roducts, hot rolled products, sheet pilings, steels, unalloyed steels, chemical composition, grades: quality, classifications, designation, mechanical properties, weldability, surface condition, tests, inspection, marking English version Hot rolled sheet piling of non alloy steels Part1: Technical d

12、elivery conditions Palplanches lamines chaud en aciers non allis Partie1: Conditions techniques de livraison Warmgewalzte Spundbohlen aus unlegierten Sthlen Teil1: Technische Lieferbedingungen This European Standard was approved by CEN on1995-05-19. CEN members are bound to comply with the CEN/CENEL

13、EC 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 or to any CE

14、N 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 versions. CEN m

15、embers are the national standards bodies of Austria, Belgium, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and UnitedKingdom. CEN European Committee for Standardization Comit Europen de Normalisation Europis

16、ches Komitee fr Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1995 All rights of reproduction and communication in any form and by any means reserved in all countries to CEN and its members. Ref. No. EN10248-1:1995 EEN10248-1:1995 BSI 12-1999 2 Foreword This European Standard was

17、prepared by SC4, Sheet piling, of Technical Committee ECISS/TC10, Structural steels Qualities, the secretariat of which is held by NNI. EN10248 is composed of two parts: Part 1: Technical delivery conditions; Part 2: Tolerances on shape and dimensions. This European Standard shall be given the statu

18、s of a national standard, either by publication of an identical text or by endorsement, at the latest by December1995, and conflicting national standards shall be withdrawn at the latest by December1995. According to the CEN/CENELEC International Regulations, the following countries are bound to imp

19、lement this European Standard: Austria, Belgium, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland, UnitedKingdom. Contents Page Foreword 2 1 Scope 3 2 Normative references 3 3 Definitions 3 4 Information to be s

20、upplied by the purchaser 3 4.1 General 3 4.2 Options 3 5 Mass of steel 3 6 Classification and designation 3 6.1 Classification 3 6.2 Designation 3 7 Technical requirements 4 7.1 Steel manufacturing process 4 7.2 Delivery condition 4 7.3 Chemical composition 4 7.4 Mechanical properties 4 7.5 Technolo

21、gical properties 4 7.6 Surface finish 6 8 Inspection and testing 6 8.1 General 6 8.2 Specific inspection and testing 6 8.3 Inspection units 6 8.4 Tensile testing 6 Page 8.5 Verification of the chemical composition 7 8.6 Internal defects 7 8.7 Verification of dimensional tolerances 7 8.8 Inspection d

22、ocuments 7 9 Marking 7 10 Options 7 Annex A (normative) Location of samples 8 Annex B (informative) List of national standards which correspond to referenced Euronorms 8 Annex C (informative) List of corresponding former national designations 11 Figure A.1 9 Table 1 Chemical composition of the ladle

23、 and product analysis for hot rolled steel sheet piling 5 Table 2 Mechanical properties for hot rolled steel sheet piling 6 Table B.1 Euronorms with corresponding national standards 10 Table C.1 List of corresponding former national designations 11EN10248-1:1995 BSI 12-1999 3 1 Scope This Part of th

24、is European Standard specifies the requirements for hot rolled non alloy steel sheet piling in respect of its chemical composition, mechanical properties and conditions of delivery. The products specified are for general, structural and civil engineering works. Requirements in respect of tolerances

25、on shape and dimensions are specified in Part2 of this European Standard. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are

26、listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies. EN 10002-1, Metallic mat

27、erials Tensile testing Part1: Method of test (at ambient temperature). EN 10020, Definition and classification of grades of steel. EN 10021, General technical delivery requirements for steel and steel products. EN 10027-1, Designation system for steel Part1:Steel names, principal symbols. EN 10027-2

28、, Designation system for steel Part2:Steel numbers. EN 10079, Definition of steel products. EN 10248-2, Hot rolled sheet piling of non alloy steels Part2: Tolerances on shape and dimensions. EN 10204, Metallic products Types of inspection documents. ECISS/IC 10, Designation system for steel Addition

29、al symbols for steel names. EU 18, Selection and preparation of samples and test pieces for steel and iron and steel products 1) . EU 168, Iron and steel products Inspection documents, content 1) . 3 Definitions For the purpose of this European Standard, the definitions in EN10020, EN10021 and EN100

30、79 shall apply. NOTEEN10020 applies with respect to non alloy steel definition with the exception of copper content (see7.3.2). 4 Information to be supplied by the purchaser 4.1 General The following information shall be supplied by the purchaser, at the time of the enquiry and order: a) details of

31、the product form, length, quantity and any further processing work that is required, e.g.surface treatment; b) the designation of the product (in accordance with6.2); c) whether products have to be submitted to inspection and testing and if inspection and testing is required, which type of inspectio

32、n and which inspection document is required (see8.1.2). Where non specific choice is made by the purchaser concerninga) andb) the supplier shall refer back to the purchaser. NOTEIt is recommended that the manufacturer be informed by the purchaser at the time of the order, if the purchaser intends to

33、 carry out any surface treatment on the product after delivery. 4.2 Options A number of options are specified in clause10. In the event that the purchaser does not indicate a requirement to implement any of these options, the product shall be supplied in accordance with the basic specification. 5 Ma

34、ss of steel The calculated mass shall be determined using a conventional volumetric mass of7,85kg/dm 3 . 6 Classification and designation 6.1 Classification This European Standard specifies six steel grades which are classified as non-alloyed steels according to EN10020. 6.2 Designation 6.2.1 Steel

35、names 2)are assigned to steel grades in Table 1 and Table 2 in accordance with EN10027-1 and IC10. Steel numbers are allocated to steel grades in accordance with EN10027-2. 6.2.2 The products covered by this European Standard shall be designated in the following sequence: a) the name of the product,

36、 i.e.“Sheet piling”; 1) Until these Euronorms are transformed into European Standards, they may be either implemented as referenced in this European Standard or the corresponding national standards given in Annex B may be implemented in their place. 2) Former national designations (steel names) are

37、listed in Annex CEN10248-1:1995 4 BSI 12-1999 b) the number of this European Standard, i.e.EN10248; c) the steel name or number. EXAMPLE: Sheet piling EN10248-S320GP or Sheet piling EN10248-1.0046, indicating a sheet piling product in accordance with EN10248 made of steel S320GP (steel number1.0046)

38、. 7 Technical requirements 7.1 Steel manufacturing process 7.1.1 The steel manufacturing process shall be at the manufacturers option. Where specified at the time of the enquiry and order, the steel manufacturing process shall be reported to the purchaser. Option1, see10.2. 7.1.2 The method of deoxi

39、dation shall be at the option of the manufacturer, except that rimming steel shall not be permitted. 7.2 Delivery condition Unless otherwise agreed, sheet piles shall be delivered in the as rolled condition. Option2, see10.3. 7.3 Chemical composition 7.3.1 The upper limits applicable for both the la

40、dle and the product analysis shall comply with the values given in Table 1. 7.3.2 Where specified at the time of the enquiry and order, the copper content can be between0,20% and0,35% or0,35% and0,50%. Option3, see10.4. 7.3.3 A maximum carbon equivalent value (CEV) based on the ladle analysis may be

41、 agreed at the time of the enquiry and order. The carbon equivalent value shall be determined according to the following formula: Where a carbon equivalent value is agreed the content of the elements in the carbon equivalent formula shall be reported in the inspection document (see8.8). Option4, see

42、10.5. 7.4 Mechanical properties 7.4.1 Under the inspection and testing conditions as specified in clause8 and in the delivery condition as specified in7.2, the mechanical properties shall comply with the relevant requirements of Table 2. 7.4.2 If agreed at the time of the enquiry and order, all stee

43、l grades shall be supplied with specified impact properties. Option5, see10.6. 7.5 Technological properties 7.5.1 Weldability 7.5.1.1 In general, steel sheet pile grades are suitable for arc welding. 7.5.1.2 Steels specified in this European Standard do not have unlimited suitability for the various

44、 welding processes, since the behaviour of a steel during and after welding depends not only on the material, but also on the dimensions and shape and on the manufacturing and service conditions of the components. NOTE 1With increasing product thickness, increasing strength level and increasing carb

45、on equivalent value the occurrence of cold cracking in the welded zone forms the main risk. Cold cracking is caused by the following factors in combination: a) the amount of diffusible hydrogen in the weld metal; b) brittle structure of the heat affected zone; c) significant tensile stress concentra

46、tions in the welded joint. NOTE 2When using recommendations in any relevant national standard, the recommended welding conditions and the various welding ranges of the steel grades may be determined depending on the product thickness, the applied welding energy, the design requirements, the electrod

47、e efficiency, the welding process and the weld metal properties. NOTE 3For high stress welded constructions, steels with appropriate properties may be agreed at the time of the enquiry and order. Option4, see10.5. 7.5.2 Other requirements Where specified at the time of the enquiry and order, the sui

48、tability and the relevant product quality requirements for hot dip zinc coating may be agreed. Option6, see10.7. Where specified at the time of the enquiry and order, the interlock strength may be agreed 3) Option7, see10.8. CEVC Mn 6 - CrMoV + 5 - NiCu + 15 - + = 3) Both the specified value of the

49、interlock strength and the relevant test method shall be agreedEN 10248-1:1995 BSI 12-1999 5 Table 1 Chemical composition of the ladle and product analysis for hot rolled steel sheet piling aDesignation EN10027 Classification EN10020 b Chemical composition % max e Steel name Steel number C Mn Si P S N cd Ladle Product Ladle Product Ladle Product Ladle Product Ladle Product Ladle Product S240GP S270GP S320GP S355GP S390GP S430GP 1.0021 1.0023 1.0046 1.0083 1.0522

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