EN 10248-1-1995 en Hot Rolled Sheet Piling of Non Alloy Steels - Part 1 Technical Delivery Conditions《非合金钢制热轧板堆 第1部分 交货技术条件》.pdf

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1、 CEN EN+102id8-1 95 I 3404589 OL20b8b TTO BRITISH STANDARD Hot rolled sheet piling of non alloy steels Part 1. Technical delivery conditions The European Standard EN 10248-1 : 1995 has the status of a British Standard ICs 77.140.70 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT L

2、AM BS EN 10248-1 : 1996 BS EN 102423-1 : 1996 This British Standard, having been prepared under the direction of the Engineering Sector Board, was published under the authority of the Standards Board and comes into effect on 15 March 1996 O BSI 1996 The following BSI references relate to the work on

3、 this standard: Committee reference ISE112 Draft for comment 931309092 DC ISBN O 580 24921 2 Committees responsible for this British Standard The preparation of this British Standard was entrusted to Technical Committee ISE/12, Structural steels, upon which the following bodies were represented: BEA

4、MA Ltd. British Constructional Steelwork Association Ltd. British Iron and Steel Producers Association British Railways Board Department of Transport Institution of Structural Engineers Lloyds Register of Shipping National Association of Steel Stockholders Railway Industry Association Society of Mot

5、or Manufacturers and Traders Limited Steel Construction Institute Welding Institute Amendments issued since publication Amd. No. I Date I Text affected I 1 - - CEN EN*30248-3 95 I 3404589 0320688 873 BS EN 1024S-1 : 1996 Contents m3e Committees responsible Inside front cover National foreword ii For

6、eword 2 Ext of EN 10248-1 3 i O BSI 1996 BS EN 10248-1 : 1996 National foreword This British Standard has been prepared by %chnical Committee ISE/12 and is the English language version of EN 10248-1 : 1995 Hot rolled sheet piling of wn alloy steels - part 1: Tkchnical delivery conditions published b

7、y the European Committee for Standardization (CEN). Cross-references Publication referred to EN 10002-1 EN 10020 EN 10021 EN 10027-1 EN 10027-2 EN 10079 EN 10204 Corresponding British Standard BS EN 10002 Zmsile testing of metallic materials Part 1 : 1990 Method of test at ambient temperature BS EN

8、10020 : 1991 Definition and clu Part 2: Iblerances on shape and dimensions. 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 December 1995, and conflicting national standards shall be withdrawn at

9、the latest by December 1995. According to the CENKENELEC International Regulations, the following countries are bound to implement this European Standard: Austria, Belgium, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, S

10、witzerland, United Kingdom. Contents Foreword 1 Scope 2 Normative references 3 Definitions 4 4.1 General 4.2 Options 5 Mass of steel 6 Classification and designation 6.1 Classification 6.2 Designation 7 Technical requirements 7.1 Steel manufacturing process 7.2 Delivery condition 7.3 Chemical compos

11、ition 7.4 Mechanical properties 7.5 Technological properties 7.6 Surface finish 8 Inspection and testing 8.1 General 8.2 Specific inspection and testing 8.3 Inspection units 8.4 Tensile testing 8.5 Verification of the chemical composition 8.6 Internal defects 8.7 Verification of dimensional toleranc

12、es 8.8 Inspection documents 9 Marking 10 Options Annexes A (normative) Location of samples B (informative) List of national standards which correspond to referenced Euronorms C (informative) List of corresponding former national designations Information to be supplied by the purchaser Page 2 3 3 3 3

13、 3 3 3 3 3 4 4 4 4 4 4 4 6 6 6 6 6 6 7 7 8 8 10 O BSI 1996 - CEN EN*1024-L 95 3404589 OL2Ob92 2T4 - 1 Scope This Part of this European Standard specifies the requirements for hot rolled non alloy steel sheet piling in respect of its chemical composition, mechanical properties and conditions of deliv

14、ery. The products specified are for general, structural and civil engineering works. Requirements in respect of tolerances on shape and dimensions are specified in part 2 of this European Standard. 2 Normative references This European Standard incorporates by dated or undated reference, provisions f

15、rom other publications. These normative references are cited at the appropriate places in the text and the publications are 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 amend

16、ment or revision. For undated references the latest edition of the publication referred to applies. EN 10002-1 Metallic markrials - ?x.sile testing - Part 1: Method of test (at ambient temperature) EN 10020 Definition and classification of grades of steel EN 10021 General technical delivery requirem

17、ents for steel and steel products EN 10027-1 Designation system for steel - Part 1: Steel names, principal symbols EN 10027-2 Designation system for steel - Part 2: Steel numbers EN 10079 Definition of steel prodacts EN 10248-2 Hot rolled sheet piling of mn alby steels - Part 2: 7blerances on shupe

18、and dimensions Metallic products - Types of inspection documents Additional symbols for steel names Selection and preparation of samples and test pieces for steel and iron and steel products Iron and steel products - Inspection documents, content EN 10204 ECISWIC 10 Designation system for steel - EU

19、 18l) EU 168) Page 3 EN 10248-1 : 1995 3 Definitions For the purpose of this European Standard, the definitions in EN 10020, EN 10021 and EN 10079 shall apply. NTE. EN 10020 applies with respect to non alloy steel definition with the exception of copper content (see 7.3.2). 4 Information to be suppl

20、ied 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 the product form, length, quantity and any further processing work that is required, e.g. surface treatment; b) the designation of the product (in accord

21、ance with 6.2); e) whether products have to be submitted to inspection and testing and if inspection and testing is required, which type of inspection and which inspection document is required (see 8.1.2). Where non specific choice is made by the purchaser concerning a) and b) the supplier shall ref

22、er back to the purchaser. NOTE. It is recommended that the manufacturer be informed by the purchaser at the time of the order, if the purchaser intends to carry out any surface treatment on the product after delivery. 4.2 Options A number of options are specified in clause 10. In the event that the

23、purchaser does not indicate a requirement to implement any of these options, the product shall be supplied in accordance with the basic specification. 5 Mass of steel The calculated mass shall be determined using a conventional volumetric mass of 7,85 kg/dm3. 6 Classification and designation 6.1 Cla

24、ssification This European Standard specifies six steel grades which are classified as non-alloyed steels according to EN 10020. )Until these Euronorms are transformed into European Standards, they may be either implemented as referenced in this European Standard or the corresponding national standar

25、ds given in annex B may be implemented in their place. O BSI 1996 (EN EN*lI024-L 95 3404587 0320673 130 Page 4 EN 10248-1 : 1995 6.2 Designation 6.2.1 Steel names2) are assigned to steel grades in tables 1 and 2 in accordance with EN 10027-1 and IC 10. Steel numbers are allocated to steel grades in

26、accordance with EN 10027-2. 6.2.2 The products covered by this European Standard shall be designated in the following sequence : a) the name of the product, i.e. Sheet piling; b) the number of this European Standard, i.e. EN 10248; c) the steel name or number. EXAMPLE: Sheet piling EN10248-S320GP or

27、 Sheet piling EN 10248-1.0046, indicating a sheet piling product in accordance with EN 10248 made of steel S320GP (steel number 1.0046). 7 lkchnical 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

28、 the enquiry and order, the steel manufacturing process shall be reported to the purchaser. Option 1, see 10.2. 7.1.2 The method of deoxidation 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 sh

29、all be delivered in the as rolled condition. Option 2, see 10.3. 7.3 Chemical composition 7.3.1 The upper limits applicable for both the ladle 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

30、 between 0,20 % and 0,35 % or 0,35 % and 0,50 %. Option 3, see 10.4. 7.3.3 A maximum carbon equivalent value (CEV) based on the ladle analysis may be agreed at the time of the enquiry and order. The carbon equivalent value shall be determined according to the following formula: Mn Cr + Mo + V Ni + C

31、u 15 + 5 CEV=C+- + 6 )Former national designations (steel names) are listed in annex C Where a carbon equivalent value is agreed the content of the elements in the carbon equivalent formula shall be reported in the inspection document (see 8.8). Option 4, see 10.5. 7.4 Mechanical properties 7.4.1 Un

32、der the inspection and testing conditions as specified in clause 8 and in the delivery condition as specified in 7.2, 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 steel grades shall be supplied with specif

33、ied impact properties. Option 5, see 10.6. 7.5 “kchnological properties 7.5.1 Weldabilitg 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 welding processes, since the behavi

34、our 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 1. With increasing product thickness, increasing strength level and increasing carbon equivalent value the occurrence

35、 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 concentrations in the welded joint. NOlE 2.

36、 When 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 electrode efficiency, the welding proces

37、s and the weld metal properties. NCYE 3. For high stress welded constructions, steels with appropriate properties may be agreed at the time of the enquiry and order. Option 4, see 10.5. 7.5.2 Other requirements Where specified at the time of the enquiry and order, the suitability and the relevant pr

38、oduct quality requirements for hot dip zinc coating may be agreed. Option 6, see 10.7. Where specified at the time of the enquiry and order, the interlock strength may be agreed3) Option 7, see 10.8. 3)J30th the specified value of the interlock strength and the relevant test method shall be agreed O

39、 BSI 1996 - 3 u s C r E 5 Q t a E : + a a r c r + C s e .C (I P c n ! + : i C L C Lc I a F a a f c 4 C .C c 1 E il i i t E r c .C e r - Page 5 EN 10248-1 : 1995 O000 Co CD er) a* I Io-o-oo mmmm mmmm. I I o- o- o- o O BSI 1996 Page 6 EN 10248-1 : 1995 Designation EN 10027 Steel Steel name number Clas

40、sification Minimum yield strength) Minimum tensile EN 10020 1 strength2) S240GP 1 ReH Nmm I 240 1 340 I Rm Nimm2 I 1.0021 I BS 270 320 355 390 430 S270GP S320GP S355GP S390GP S430GP 410 440 480 490 510 1.0023 BS 1.0046 BS 1.0083 BS 1.0522 QS 1.0523 QS Minimum elongation on a gauge length of Lo =S,S5

41、dSo AX 26 24 23 22 20 19 )BS (Base steel); QS (Quality steel. 1 2)The values in the table apply to longitudinal test pieces for the tensile test. 7.6 Surface finish 7.6.1 The material shall be sound and free from any surface flaws which might preclude its use for the purpose for which it is intended

42、. 7.6.2 Repair by grinding and/or welding is permitted, provided that: a) after the elimination of the defect and before welding the thickness shall not be less than 80 % of the nominal thickness; b) the sum of the areas repaired by welding shall not be more than 2 % of the surface area of the sheet

43、 pile under inspection; c) the overthickness of the fillet weld shall be ground flush with the surface of the sheet pile; d) the dimensional tolerances specified in EN 10248-2 shall be complied with after repair. 8 Inspection and testing 8.1 General 8.1.1 The products can be supplied with inspection

44、 and testing with respect to their compliance with the requirements of this European Standard. 8.1.2 Where inspection and testing is required, the purchaser shall specify at the time of the enquiry and order: a) the type of inspection and testing, i.e. specific or non-specific (see EN 10021), b) the

45、 type of the inspection document (see 8.8 and 4.1 c), Option 8, see 10.9. 8.1.3 Specific inspection and testing shall be carried out according to 8.2 to 8.8. 8.1.4 Unless otherwise agreed at the time of the enquiry and order, inspection of surface conditions and dimensions shall be carried out by th

46、e manufacturer. Option 9, see 10.10. 8.2 Specific inspection and testing Where specific inspection and testing is specified (see 8.1.2 a), a tensile test shall be made (see 8.4). At the time of the enquiry and order, the following supplementary tests may be agreed : a) the impact test (option 5, see

47、 10.6); b) the product analysis, when the products are delivered by cast (option 10, see 10.11). 8.3 Inspection units The inspection unit shall comprise products of the same section and the same grade as specified in table 2, produced from the same cast or sequence of casts of the same steel grade a

48、nd shall have a maximum mass of 125 tonnes. 8.4 Tensile testing 8.4.1 Number of samples One sample shall be taken from each inspection unit. See 8.3. 8.4.2 Position and preparation of test pieces Samples shall be taken from the product in accordance with annex A and test pieces prepared in accordanc

49、e with EU 18. 8.4.3 Test pieces Test pieces shall be cut in the longitudinal direction, i.e. parallel to the principal rolling direction, and comply with EN 10002-1. Proportional test pieces having an initial gauge length Lo = 5,65 dSo shall be used, where So is the initial cross sectional area of the test piece. 8.4.4 Test method The tensile test shall be carried out in accordance with EN 10002-1. Tests shall be carried out in the temperature range 10 OC to 35 OC. For the specified yield strength in table 2, the upper yield strength ( in case