DIN EN 10223-7-2013 Steel wire and wire products for fencing and netting Part 7 Steel wire welded panels for fencing German version EN 10223-7 2012《栅栏用钢丝和钢丝制品 第7部分 栅栏用钢丝焊接板 德文版本EN .pdf

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1、February 2013 Translation by DIN-Sprachendienst.English price group 9No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).IC

2、S 77.140.65!$Fy“1943586www.din.deDDIN EN 10223-7Steel wire and wire products for fencing and netting Part 7: Steel wire welded panels for fencing;English version EN 10223-7:2012,English translation of DIN EN 10223-7:2013-02Stahldraht und Drahterzeugnisse fr Zune und Drahtgeflechte Teil 7: Geschweite

3、 Gittermatten fr Zune;Englische Fassung EN 10223-7:2012,Englische bersetzung von DIN EN 10223-7:2013-02Fils et produits trfils en acier pour cltures et grillages Partie 7: Panneaux en acier soud pour clturage;Version anglaise EN 10223-7:2012,Traduction anglaise de DIN EN 10223-7:2013-02SupersedesDIN

4、 EN 10223-7:2003-01www.beuth.deDocument comprises 16 pagesIn case of doubt, the German-language original shall be considered authoritative.01.13DIN EN 10223-7:2013-02 2 A comma is used as the decimal marker. National foreword This document (EN 10223-7:2012) has been prepared by Technical Committee E

5、CISS/TC 106 “Wire rod and wires” (Secretariat: AFNOR, France). The responsible German body involved in its preparation was the Normenausschuss Stahldraht und Stahl-drahterzeugnisse (Steel Wire and Wire Products Standards Committee), Working Committee NA 099-00-01 AA Stahldraht. For more detailed inf

6、ormation about the Normenausschuss Stahldraht und Stahldrahterzeugnisse (NAD), please visit www.nad.din.de. Amendments This standard differs from DIN EN 10223-7:2003-01 as follows: a) the scope has been revised to allow the optional use of V-shaped vertical wires; b) normative references have been u

7、pdated; c) the standard has been editorially revised. Previous editions DIN EN 10223-7: 2003-01 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10223-7 November 2012 ICS 77.140.65 Supersedes EN 10223-7:2002English Version Steel wire and wire products for fencing and netting - Part 7: Steel wire

8、 welded panels for fencing Fils et produits trfils en acier pour cltures et grillages - Partie 7: Panneaux en acier souds pour clturage Stahldraht und Drahterzeugnisse fr Zune und Drahtgeflechte - Teil 7: Geschweite Gittermatten fr Zune This European Standard was approved by CEN on 13 October 2012.

9、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 without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on a

10、pplication 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 other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC

11、 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, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy,

12、Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B

13、-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10223-7:2012: EEN 10223-7:2012 (E) 2 Contents Page Foreword 31 Scope 42 Normative references 43 Terms and definitions .54 Information to be obtained from the purch

14、aser .65 Designation 76 Manufacture 76.1 Base metal 76.2 Fabrication 77 Requirements .77.1 Tensile strength .77.2 Size tolerances .87.2.1 Round wires .87.2.2 Other shapes 87.3 Mesh dimensions and tolerance 87.4 Coatings 87.4.1 Zinc and zinc alloy coatings .87.4.2 Organic coating 87.5 Weld shear stre

15、ngth 97.6 Stiffness 98 Sampling .99 Tests on panels 99.1 Tensile test .99.2 Wire dimension . 109.3 Coating test methods . 109.3.1 Zinc or zinc alloy coating of wire before fabrication. 109.3.2 Hot dip zinc or zinc alloy coating by batch process (panels) 109.3.3 Organically coated wire after fabricat

16、ion . 109.4 Weld shear strength . 109.5 Stiffness . 1110 Inspection 1111 Packaging 11Annex A (normative) Weld shear strength test method (welded mesh) 12Bibliography . 14DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 3 Foreword This document (EN 10223-7:2012) has been prepared by Technical Committee ECI

17、SS/TC 106 “Wire rod and wires”, the secretariat of which is held by AFNOR. 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 May 2013, and conflicting national standards shall be withdrawn at the la

18、test by May 2013. Attention is 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. This document supersedes EN 10223-7:2002. EN 10223 “Steel wire and w

19、ire products for fencing and netting“ consists of the following parts: Part 1: Zinc and zinc-alloy coated steel barbed wire Part 2: Hexagonal steel wire netting for agricultural, insulation and fencing purposes Part 3: Hexagonal steel wire mesh products for engineering purposes Part 4: Steel wire we

20、lded mesh fencing Part 5: Steel wire woven hinged joint and knotted mesh fencing Part 6: Steel wire chain link fencing Part 7: Steel wire welded panels for fencing Part 8: Welded mesh gabion products The document has been technically updated. According to the CEN/CENELEC Internal Regulations, the na

21、tional standards organisations of the following 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, L

22、ithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 4 1 Scope This European Standard specifies requirements for steel wire welded mesh panels for fencing

23、. The panels are used for fencing parks, schools, sport stadia, public buildings, factories, airports, military sites, etc. This European Standard specifies the general characteristics of welded mesh supplied as panels and recommended coatings, properties and tolerances. This European Standard is ap

24、plicable to panels made from round or shaped wires not thicker than 10 mm. The panels have round, rectangular or triangular vertical wires and single or double horizontal wires. The use of V-shaped vertical wires is optional. 2 Normative references The following documents, in whole or in part, are n

25、ormatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10021, General technical delivery conditions for steel

26、products EN 10204, Metallic products Types of inspection documents EN 10218-1, Steel wire and wire products General Part 1: Test methods EN 10218-2:2012, Steel wire and wire products General Part 2: Wire dimensions and tolerances EN 10244-2:2009, Steel wire and wire products Non-ferrous metallic coa

27、tings on steel wire Part 2: Zinc or zinc alloy coatings EN 10245-1, Steel wire and wire products Organic coatings on steel wire Part 1: General rules EN 10245-2, Steel wire and wire products Organic coatings on steel wire Part 2: PVC finished wire EN 10245-3, Steel wire and wire products Organic coa

28、tings on steel wire Part 3: PE coated wire EN 10245-4, Steel wire and wire products Organic coatings on steel wire Part 4: Polyester coated wire EN ISO 1461, Hot dip galvanised coatings on fabricated iron and steel articles Specifications and test methods (ISO 1461) EN ISO 4892-1, Plastics Methods o

29、f exposure to laboratory light sources Part 1: General guidance (ISO 4892-1) EN ISO 4892-2, Plastics Methods of exposure to laboratory light sources Part 2: Xenon-arc lamps (ISO 4892-2) EN ISO 4892-3, Plastics Methods of exposure to laboratory light sources Part 3: Fluorescent UV lamps (ISO 4892-3)

30、EN ISO 6270-1, Paints and varnishes Determination of resistance to humidity Part 1: Continuous condensation (ISO 6270-1) DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 5 EN ISO 6988, Metallic and other non-organic coatings Sulfur dioxide test with general condensation of moisture (ISO 6988) EN ISO 9227,

31、 Corrosion tests in artificial atmospheres Salt spray tests (ISO 9227) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 welded panels panels of various shape and design, made by electrically resistant welding at each wire intersection Note 1 t

32、o entry: The panels can be made out of: a) zinc or zinc alloy coated wires (coated before welding); b) wires that are subsequently coated after fabrication, either with zinc or zinc alloy. In either a) or b) the panels may be subsequently organically coated. 3.2 mesh size distance measured between t

33、he centres of two neighbouring wires Note 1 to entry: Depending on the application, the mesh size can be uniform throughout the panel or varying. A uniform panel is shown in Figure 1. DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 6 Dimensions in millimetres Figure 1 Uniform panel 3.3 stiffness stiffnes

34、s is measured for the flexural strength 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

35、the time of enquiry and/or order: a) 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; DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 7 e)

36、 the grade of zinc or zinc alloy coating and whether applied before or after welding; 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) number of this European Standard; b) its length; c)

37、its width; d) for a simple and repetitive design: the mesh and wire dimensions; for a more complex design: a drawing with wire dimensions, meshes and other ornamental and additional wires; e) type and grade of zinc alloy coating and whether applied before or after fabrication; f) if subsequently org

38、anically coated: the type and colour of the coating. 6 Manufacture 6.1 Base 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 afte

39、r fabrication in accordance with EN ISO 1461. No bare patches shall be permitted. 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

40、 coating shall be free from blisters, craters, pin holes or scratches on the base metal, visible from a distance of about 0,5 m. The substrate shall not be visible at any edge. The type of coating and the colour shall be as specified on the order. 7 Requirements 7.1 Tensile strength The tensile stre

41、ngth 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. NOTE The tensile strength of the horizontal wire may or may not be the same as the tensile strength of the vertical wire.

42、DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 8 7.2 Size tolerances 7.2.1 Round wires The tolerance on the diameter of round wire shall be in accordance with EN 10218-2:2012, level T3. 7.2.2 Other shapes The tolerance shall be agreed between supplier and purchaser at the time of enquiry and/or order. F

43、or shaped wire the corresponding diameter or reference diameter shall be the diameter corresponding to the circle with the same cross-section as the sample for testing. 7.3 Mesh dimensions and tolerance The nominal mesh dimensions measured between the centres of two neighbouring wires after coating

44、shall conform to Table 1. Table 1 Tolerances on mesh dimensions Mesh dimensions mm Tolerance mm 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 coate

45、d shall conform to class A of Table 1 of EN 10244-2:2009. Zinc/aluminium (Zn95/Al5) coated wire not subsequently organically coated shall conform to class A of Table 2 of EN 10244-2:2009. Where panels have been zinc or zinc alloy coated after fabrication, the coated panel shall conform to EN ISO 146

46、1. Where 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. 7.4.2 Organic coating 7.4.2.1 General When tested in acco

47、rdance with 9.3.3 organic coating shall conform to the requirements according to 7.4.2.2 to 7.4.2.6. NOTE Organic coating is defined as a polymer containing pigments, resins and other additives applied to the metallic substrate and fused/cured to form a coherent continuous finish. 7.4.2.2 Adhesion a

48、nd adhesion retention The coating shall not be able to be lifted from the metal by more than 5 mm. DIN EN 10223-7:2013-02 EN 10223-7:2012 (E) 9 7.4.2.3 Resistance to humidity After 1 000 h exposure to humidity, there shall be no signs of corrosion of the test panel and no blistering, softening or de

49、tachment 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 di

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