BS-EN-10223-7-2002.pdf

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1、BRITISH STANDARD BS EN 10223-7:2002 Steel wire and wire products for fences Part 7: Steel wire welded panels For fencing The European Standard EN 10223-7:2002 has the status of a British Standard ICS 77.140.65 ? Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontro

2、lled Copy, (c) BSI BS EN 10223-7:2002 This British Standard, having been prepared under the direction of the Engineering Sector Policy and Strategy Committee, was published under the authority of the Standards Policy and Strategy Committee on 9 October 2002 BSI 9 October 2002 ISBN 0 580 40525 7 Nati

3、onal foreword This British Standard is the official English language version of EN 10223-7:2002. The UK participation in its preparation was entrusted to Technical Committee ISE/26, Steel wire, which has the responsibility to: A list of organizations represented on this committee can be obtained on

4、request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the B

5、SI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquir

6、ers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This docum

7、ent comprises a front cover, an inside front cover, the EN title page, pages 2 to 13 and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. DateComments Licensed Copy: sheffieldun sheffieldun, na,

8、Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10223-7 September 2002 ICS 77.140.65 English version Steel wire and wire products for fences - Part 7: Steel wire welded panels - For fencing Fils et produits trfils en acier pour cltu

9、res - Partie 7 : Panneaux en acier souds - Pour clturage Stahldraht und Drahterzeugnisse fr Zane - Teil 7 : Geschweisste Paneele fr Zane This European Standard was approved by CEN on 1 August 2002. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditio

10、ns 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 Management Centre or to any CEN member. This European Standard exists in three offic

11、ial 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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Bel

12、gium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management C

13、entre: rue de Stassart, 36 B-1050 Brussels 2002 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10223-7:2002 E Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:200

14、2 (E) 2 Contents page Foreword3 1Scope 4 2Normative references 4 3Terms and definitions5 4Information to be obtained from the purchaser6 5Designation.6 6Manufacture6 6.1Base metal6 6.2Fabrication6 7Requirements.7 7.1Tensile strength .7 7.2Size tolerances.7 7.2.1Round wires7 7.2.2Other shapes7 7.3Mes

15、h dimensions and tolerance 7 7.4Coatings7 7.4.1Zinc and zinc alloy coatings.7 7.4.2Organic coating8 7.5Weld shear strength 8 7.6Stiffness8 8Sampling.9 9Tests on panels9 9.1Tensile test .9 9.2Wire dimension 9 9.3Coating tests 9 9.3.1Zinc or zinc alloy coating of wire before fabrication9 9.3.2Hot dip

16、zinc or zinc alloy coating by batch process (panels).9 9.3.3Organically coated wire after fabrication9 9.4Weld shear strength 10 9.5Stiffness10 10Inspection.10 11Packaging.10 Annex A (normative) Weld shear strength test method (welded mesh).11 Bibliography13 Licensed Copy: sheffieldun sheffieldun, n

17、a, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:2002 (E) 3 Foreword This document EN 10223-7:2002 has been prepared by Technical Committee ECISS/TC 30 “Steel wires“, the secretariat of which is held by BSI. This European Standard shall be given the status of a national s

18、tandard, either by publication of an identical text or by endorsement, at the latest by March 2003, and conflicting national standards shall be withdrawn at the latest by March 2003. The European Standard comprises the following parts: Part 1: Zinc and zinc alloy coated steel barbed wire Part 2: Hex

19、agonal steel wire netting of agricultural, insulation and fencing purposes Part 3: Hexagonal steel wire netting for engineering purposes Part 4: Steel wire welded mesh fencing Part 5: Steel wire woven hinged joint and knotted mesh fencing Part 6: Steel wire chain link fencing Part 7: Steel wire weld

20、ed panels - For fencing Annex A is normative. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Irelan

21、d, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:2002 (E) 4 1 Scope This Part of this European Standard specifies requir

22、ements for steel wire welded mesh panels for fencing. The panels are used for fencing parks, schools, sport stadia, public buildings, factories, airports, military sites, etc. This International Standard specifies the general characteristics of welded mesh supplied as panels and recommended coatings

23、, properties and tolerances. This International Standard is applicable to panels made from round or shaped wires not thicker than 10 mm. The panels have round, rectangular or triangular wires and double horizontal wires. The use of V-shaped vertical wires is optional. 2 Normative references This Eur

24、opean 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 listed hereafter. For dated references, subsequent amendments to or revisions of any of these publicati

25、ons 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 (including amendments). EN 10021, General technical delivery requirements for steel and iron products. EN 10204, Metallic produc

26、ts Types of inspection documents. EN 10218-1, Steel wire and wire products General Part 1: Test methods. EN 10218-2, Steel wire and wire products General Part 2: Wire dimensions and tolerances. EN 10244-2:2001, Steel wire and wire products Non-ferrous metallic coatings on steel wire Part 2: Zinc and

27、 zinc alloy coatings. EN 10245, Steel wire and wire products Organic coatings on steel wire. EN ISO 1461, Hot dip galvanised coatings on fabricated iron and steel articles Specifications and test methods (ISO 161:1999). EN ISO 4892-1, Plastics Methods of exposure to laboratory light sources - Part 1

28、: General guidance (ISO 4892- 1:1999). EN ISO 4892-2, Plastics Methods of exposure to laboratory light sources - Part 2: Xenon-arc sources (ISO 4892- 2:1994). EN ISO 4892-3, Plastics Methods of exposure to laboratory light sources - Part 3: Fluorescent UV lamps (ISO 4892-3:1994). EN ISO 6270-1, Pain

29、ts and varnishes Determination of resistance to humidity Part 1: Continuous condensation (ISO 6270-1:1998). EN ISO 6988, Metallic and other non-organic coatings Sulfur dioxide test with general condensation of moisture (ISO 6988:1995). ISO 2809, Paints and varnishes Determination of light fastness o

30、f paints for interior use. ISO 9227, Corrosion tests in artificial atmospheres Salt spray tests. Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:2002 (E) 5 3 Terms and definitions For the purposes of this European Standard, the fo

31、llowing terms and definitions apply. 3.1 welded panels panels of various shape and design, made by electrically resistant welding at each wire intersection NOTEThe panels can be made out of: a) zinc or zinc alloy coated wires (coated before welding); b) wires that are subsequently coated after fabri

32、cation, either with zinc or zinc alloy. In either a) or b) the panels can be subsequently organically coated. 3.2 mesh size distance measured between the centres of two neighbouring wires NOTEDepending on the application, the mesh size can be uniform throughout the panel or varying. A uniform panel

33、is shown in Figure 1. Dimensions in millimetres 50 x 50 = 2500 50 67 200237,540 75 475 20 Figure 1 Uniform panel Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:2002 (E) 6 3.3 stiffness stiffness is measured for the flexural stren

34、gth of the panel along its vertical axis. It is the product of E.I where E is the modulus of elasticity and I is the moment of inertia 4 Information to be obtained from the purchaser The following information as appropriate shall be obtained from the purchaser at the time of enquiry and/or order: a)

35、 the number of this European Standard; b) the quantity and packaging requirements; c) the main characteristic dimensions and length, width and diameters of the wires; d) mesh sizes for a simple and repetitive design; e) the grade of zinc or zinc alloy coating and whether applied before or after weld

36、ing; f) whether organic coating is required, and if so, the type and colour; g) the tensile strengths of the wires. 5 Designation The panel shall be designated by: a) the number of this European Standard; b) its length; c) its width; d) for a simple and repetitive design: the mesh and wire dimension

37、s; for a more complex design: a drawing with wire dimensions, meshes and other ornamental and additional wires; e) the type and grade of zinc alloy coating and whether applied before or after fabrication; f) if subsequently organically coated: the type and colour of the coating. 6 Manufacture 6.1 Ba

38、se metal The base metal of the welded mesh panel shall be low carbon steel. 6.2 Fabrication Panels shall be produced by electrical resistance welded zinc or zinc alloy coated wires or subsequently zinc or zinc alloy coated after fabrication in accordance with EN ISO 1461. No bare patches shall be pe

39、rmitted. Where requested by the purchaser (see 4f), the panel shall be subsequently organically coated in accordance with EN 10245-1 and the other relevant part of EN 10245 depending on the purchasers specification. The organic coating shall be free from blisters, craters, pin holes or scratches on

40、the base metal, visible from a distance of about 0,5 m. The substrate shall not be visible at any edge. Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:2002 (E) 7 The type of coating and the colour shall be as specified on the ord

41、er. 7 Requirements 7.1 Tensile strength The tensile strength of the horizontal and vertical wire shall be between 350 MPa and 950 MPa. In a delivered lot, the range of tensile strengths of wires shall not differ by more than 200 MPa. NOTEThe tensile strength of the horizontal wire need not be the sa

42、me as the tensile strength of the vertical wire. 7.2 Size tolerances 7.2.1 Round wires The tolerance on the diameter of round wire shall be in accordance with EN 10218-2 level T3. For shaped wire the corresponding diameter or reference diameter shall be the diameter corresponding to the circle with

43、the same cross-section as the sample for testing. 7.2.2 Other shapes The tolerance shall be agreed between supplier and purchaser at the time of enquiry and/or order. 7.3 Mesh dimensions and tolerance The nominal mesh dimensions measured between the centres of two neighbouring wires after coating sh

44、all conform to Table 1. Table 1 Tolerances on mesh dimensions Mesh dimensionsTolerance mmmm 50 2,0 50 and 200 3,0 200 4,0 Variations in the mesh dimensions shall be a maximum of 3,0 mm per metre. 7.4 Coatings 7.4.1 Zinc and zinc alloy coatings Zinc coated wires not subsequently organically coated sh

45、all conform to class A of Table 1 of EN 10244-2:2001. Zinc/aluminium (Zn95/Al5) coated wire not subsequently organically coated shall conform to class A of Table 2 of EN 10244-2:2001. Where panels have been zinc or zinc alloy coated after fabrication, the coated panel shall conform to EN ISO 1461. W

46、here panels do not contain round wire, the coating mass shall be the same as the specified minimum for the round wire with the same section. Where panels contain two different wires, the average of the corresponding masses shall be taken. Licensed Copy: sheffieldun sheffieldun, na, Thu Oct 26 04:00:

47、03 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 10223-7:2002 (E) 8 7.4.2 Organic coating 7.4.2.1 General When tested in accordance with 9.3.3 organic coating shall conform to the following requirements: NOTEOrganic coating is defined as a polymer containing pigments, resins and other additives appl

48、ied to the metallic substrate and fused/cured to form a coherent continuous finish 7.4.2.2 Adhesion and adhesion retention The coating shall not be able to be lifted from the metal by more than 5 mm. 7.4.2.3 Resistance to humidity After 1 000 h exposure to humidity, there shall be no signs of corros

49、ion of the test panel, and no blistering, softening or detachment of the coating. The coating shall not be able to be lifted from the metal by more than 5 mm. 7.4.2.4 Resistance to salt spray There shall be no underfilm corrosion or loss of adhesion in excess of 5 mm from the diagonals, and no signs of blistering, cracking or crazing on any other part of the specimen. 7.4.2.5 Resistance to sulfur dioxide After 240 h (10 cycles of 24 h), ther

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