Ståltråd och trådprodukter för stängsel Del 7: Svetsade paneler av tråd För inhägnader

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Transcription:

SVENSK STANDARD SS-EN 10223-7 Fastställd 2002-10-04 Utgåva 1 Ståltråd och trådprodukter för stängsel Del 7: Svetsade paneler av tråd För inhägnader Steel wire and wire products for fences Part 7: Steel wire welding panels For fencing ICS 77.140; 77.140.65 Språk: engelska Tryckt i november 2002 Copyright SIS. Reproduction in any form without permission is prohibited.

Europastandarden EN 10223-7:2002 gäller som svensk standard. Detta dokument innehåller den officiella engelska versionen av EN 10223-7:2002. The European Standard EN 10223-7:2002 has the status of a Swedish Standard. This document contains the official English version of EN 10223-7:2002. Dokumentet består av 15 sidor. Upplysningar om sakinnehållet i standarden lämnas av SIS, Swedish Standards Institute, tel 08-555 520 00. Standarder kan beställas hos SIS Förlag AB som även lämnar allmänna upplysningar om svensk och utländsk standard. Postadress: SIS Förlag AB, 118 80 STOCKHOLM Telefon: 08-555 523 10. Telefax: 08-555 523 11 E-post: sis.sales@sis.se. Internet: www.sis.se

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE 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 tréfilés en acier pour clôtures - Partie 7 : Panneaux en acier soudés - Pour clôturage Stahldraht und Drahterzeugnisse für Zaüne - Teil 7 : Geschweisste Paneele für Zaüne 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 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 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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, 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 COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2002 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10223-7:2002 E

Contents page Foreword...3 1 Scope...4 2 Normative references...4 3 Terms and definitions...5 4 Information to be obtained from the purchaser...6 5 Designation...6 6 Manufacture...6 6.1 Base metal...6 6.2 Fabrication...6 7 Requirements...7 7.1 Tensile strength...7 7.2 Size tolerances...7 7.2.1 Round wires...7 7.2.2 Other shapes...7 7.3 Mesh dimensions and tolerance...7 7.4 Coatings...7 7.4.1 Zinc and zinc alloy coatings...7 7.4.2 Organic coating...8 7.5 Weld shear strength...8 7.6 Stiffness...8 8 Sampling...9 9 Tests on panels...9 9.1 Tensile test...9 9.2 Wire dimension...9 9.3 Coating tests...9 9.3.1 Zinc or zinc alloy coating of wire before fabrication...9 9.3.2 Hot dip zinc or zinc alloy coating by batch process (panels)...9 9.3.3 Organically coated wire after fabrication...9 9.4 Weld shear strength...10 9.5 Stiffness...10 10 Inspection...10 11 Packaging...10 Annex A (normative) Weld shear strength test method (welded mesh)...11 Bibliography...13 2

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 standard, 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: Hexagonal 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 welded 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, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. 3

1 Scope This Part of this European Standard specifies requirements 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, 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 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 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 (including amendments). EN 10021, General technical delivery requirements for steel and iron 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, 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 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: 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, Paints 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 of paints for interior use. ISO 9227, Corrosion tests in artificial atmospheres Salt spray tests. 4

3 Terms and definitions For the purposes of this European Standard, 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 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 can be subsequently organically coated. 3.2 mesh size distance measured between the centres of two neighbouring wires NOTE Depending on the application, the mesh size can be uniform throughout the panel or varying. A uniform panel is shown in Figure 1. Dimensions in millimetres 75 237,5 475 200 67 50 20 40 50 x 50 = 2500 Figure 1 Uniform panel 5

3.3 stiffness stiffness 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 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; e) 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) the number of this European Standard; b) its length; c) 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) 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 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 after 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 purchaser's specification. The organic 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. 6