EN 14592-2008 en Timber structures - Dowel-type fasteners - Requirements (Incorporates Amendment A1 2012)《木结构 榫型紧固件的要求》.pdf

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1、BSEN14592:2008ICS 91.080.20NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISHSTANDARDTimberstructuresDowel-typefastenersRequirements+A1:2012National forewordThis British Standard is the UK implementation of EN 14592:2008+A1:2012. It supersedes BS EN 14592:2008, which is wi

2、thdrawn.The UK participation in its preparation was entrusted to Technical Committee B/518, Structural timber.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Use

3、rs are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 14592:2008+A1:2012This British Standardwas published under theauthority of the StandardsPolicy and StrategyCommittee on 30 April2009 The British Standards Institution

4、 2012.Published by BSI Standards Limited 2012Amendments/corrigenda issued since publicationDate Comments 31 October 2012 Implementation of CEN amendment A1:2012ISBN 978 0 580 76350 2The start and finish of text introduced or altered by amendment is indicated in the text by tags. Tags indicating chan

5、ges to CEN text carry the number of the CEN amendment. For example, text alteredby CEN amendment A1 is indicated by. !“EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14592:2008+A1 May 2012 ICS 21.060.01; 91.080.20 Supersedes EN 14592:2008English Version Timber structures - Dowel-type fasteners

6、 - Requirements Structures en bois - Elments de fixation de type tige - Exigences Holzbauwerke - Stiftfrmige Verbindungsmittel - Anforderungen This European Standard was approved by CEN on 9 August 2008 and includes Amendment 1 approved by CEN on 9 April 2012. CEN members are bound to comply with th

7、e 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 CEN-CENELEC Managemen

8、t 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 Management Centre has the same status

9、as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, R

10、omania, 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-1000 Brussels 2012 CEN All rights of exploitation in any form and by any mean

11、s reserved worldwide for CEN national Members. Ref. No. EN 14592:2008+A1:2012: E2 Contents Page Foreword 41 Scope 52 Normative references 53 Terms and definitions .64 Symbols and abbreviations 95 Dimensions and tolerances 95.1 Method of measurement and accuracy .95.2 Length .95.3 Nominal diameter .9

12、5.4 Other dimensions 95.5 Cross-sectional area 106 Requirements 106.1 Nails . 106.1.1 General . 106.1.2 Materials 106.1.3 Geometry . 106.1.4 Mechanical strength and stiffness 116.1.5 Corrosion protection 126.2 Staples . 136.2.1 General . 136.2.2 Materials 136.2.3 Geometry . 136.2.4 Mechanical streng

13、th and stiffness 136.2.5 Corrosion protection 146.3 Screws . 146.3.1 General . 146.3.2 Materials 156.3.3 Geometry . 156.3.4 Mechanical strength and stiffness 156.3.5 Corrosion protection 176.4 Dowels . 176.4.1 General . 176.4.2 Materials 176.4.3 Geometry . 176.4.4 Mechanical strength and stiffness 1

14、76.4.5 Corrosion protection 186.5 Bolts and nuts . 186.5.1 General . 186.5.2 Materials 186.5.3 Geometry . 196.5.4 Mechanical strength and stiffness 196.5.5 Corrosion protection 197 Evaluation of conformity 207.1 General . 207.2 Initial type testing (ITT) 207.2.1 General . 207.2.2 Sampling, testing a

15、nd conformity criteria 207.3 Factory production control (FPC) . 26BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)3 7.3.1 General . 267.3.2 Daily control . 267.3.3 6-monthly control 328 Marking . 338.1 General . 338.2 Nails 338.3 Staples 338.4 Screws 348.5 Dowels 348.6 Bolts and nuts 34Annex A (no

16、rmative) Expression of corrosion protection specifications 35Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Contruction Products Directive . 37Bibliography 44BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)4 Foreword This document (EN 14592:2008+A1:201

17、2) has been prepared by Technical Committee CEN/TC 124 “Timber structures”, 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 November 2012, and conflictin

18、g national standards shall be withdrawn at the latest by November 2012. 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

19、includes Amendment 1, approved by CEN on 2012-04-09. This document supersedes EN 14592:2008. The start and finish of text introduced or altered by amendment is indicated in the text by tags ! “. This document has been prepared under a mandate given to CEN by the European Commission and the European

20、Free Trade Association, and supports essential requirements of EC Directive(s). For relationship with EC Directive(s), see informative Annex ZA, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countr

21、ies are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Sloven

22、ia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)5 1 Scope This European Standard specifies the requirements and test methods for materials, geometry, strength, stiffness and durability ascpects (i.e. corrosion protection) of dowel-type

23、 fasteners for use in load bearing timber structures. Only dowel-type fasteners manufactured from steel are covered by this European Standard. For the purpose of this standard, dowel-type fasteners for timber structures are taken to be nails, staples, screws, dowels, and bolts with nuts. Definitions

24、 of these items are given in Clause 3. This European Standard specifies also the evaluation of conformity procedures and includes requirements for marking of these products. !This European Standard does not cover fasteners treated with fire retardants to improve their fire performance. This European

25、 Standard covers fasteners that may be coated for the following purposes: 1 Corrosion protection (e.g. hot dip galvanization, epoxy coating); 2 Lubricants (to facilitate insertion); 3 Withdrawal enhancement and/or collation (adhesive coating).“ 2 Normative references The following referenced documen

26、ts are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 409, Timber structures - Test methods - Determination of the yield moment of d

27、owel type fasteners - Nails EN 1382, Timber structures - Test methods - Withdrawal capacity of timber fasteners EN 1383:1999, Timber structures - Test methods - Pull-through resistance of timber fasteners EN 1995-1-1:2004, Eurocode 5: Design of timber structures - Part 1-1: General - Common rules an

28、d rules for buildings EN 10016 (all parts), Non-alloy steel rod for drawing and/or cold rolling EN 10025-2, Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural steels EN 10025-3, Hot rolled products of structural steels - Part 3: Technical delive

29、ry conditions for normalized/normalized rolled weldable fine grain structural steels EN 10083-1, Steels for quenching and tempering - Part 1: General technical delivery conditions EN 10083-2, Steels for quenching and tempering - Part 2: Technical delivery conditions for non alloy steels !EN 10088 (a

30、ll parts), Stainless steels“ EN 10149-1, Hot-rolled flat products made of high yield strength steels for cold forming Part 1: General delivery conditions EN 10218-1, Steel wire and wire products - General - Part 1: Test methods BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)6 !EN 10263 (all parts

31、), Steel rod, bars and wire for cold heading and cold extrusion EN 10269, Steels and nickel alloys for fasteners with specified elevated and/or low temperature properties“ !EN 10277-2, Bright steel products - Technical delivery conditions - Part 2: Steels for general engineering purposes“ EN 14358,

32、Timber structures - Calculation of characteristic 5-percentile values and acceptance criteria for a sample !EN 15737, Timber structures - Test methods - Torsional resistance of driving in screws“ EN ISO 780, Packaging - Pictorial marking for handling of goods (ISO 780:1997) EN ISO 1461, Hot dip galv

33、anised coatings on fabricated iron and steel articles - Specifications and test methods (ISO 1461:1999) EN ISO 4014, Hexagon head bolts - Product grades A and B (ISO 4014:1999) EN ISO 4016, Hexagon head bolts - Product grade C (ISO 4016:1999) EN ISO 4017, Hexagon head screws - Product grades A and B

34、 (ISO 4017:1999) EN ISO 4018, Hexagon head screws - Product grade C (ISO 4018:1999) EN ISO 4032, Hexagon nuts, style 1 - Product grades A and B (ISO 4032:1999) EN ISO 4034, Hexagon nuts - Product grade C (ISO 4034:1999) !EN ISO 6892-1, Metallic materials - Tensile testing - Part 1: Method of test at

35、 room temperature (ISO 6892-1:2009)“ EN ISO 9001, Quality management systems - Requirements (ISO 9001:2000) EN ISO 10666:1999, Drilling screws with tapping screw thread - Mechanical and functional properties (ISO 10666:1999) !deleted text“ ISO 2081, Metallic coatings - Electroplated coatings of zinc

36、 on iron or steel 3 Terms and definitions For the purposes of this document, terms and definitions given in EN 1995-1-1:2004 and the following apply. 3.1 plain shank nail (smooth nail) nail that has a constant cross-section along its entire length (e.g. round, square or grooved nails) 3.2 threaded n

37、ail nail that has its shank profiled or deformed over a part of its length !lgas defined in Figure 1 b“ 3.3 staple crown width distance between the outer edges of the staple legs BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)7 3.4 dowel cylindrical metal fastener that does not contain an integra

38、l head NOTE Dowels may be threaded and have nuts fitted at either end. 3.5 bolt cylindrical metal fastener containing an integral head at one end and a threaded portion to receive a nut at the other end 3.6 withdrawal parameter parameter measuring the resistance of a timber test piece to the withdra

39、wal of a timber fastener 3.7 head pull-through parameter parameter measuring the resistance of a timber test piece to the pulling through of the head of a timber fastener or the crown of a staple 3.8 tensile capacity tensile capacity measured during a test following the principle of EN 1383, as desc

40、ribed in 6.1.4.5 3.9 nominal diameter screws intended for use in load bearing timber structures, d being the maximum outer cross-section diameter of the threaded part, and for nails d being the minimum outer cross-sectional dimension of the unprofiled part, when measured as described in 5.3 NOTE For

41、 plain shank nails, spiral rolled nails or annular ring shank nails, intended for use in load bearing timber structures, d is the minimum outer cross-sectional diameter of the round nail wire, or the side length dimension of the minimum cross-sectional for a square nail, for all other profiled nails

42、, intended for use in load bearing timber structures; d is the minimum cross-sectional diameter of the original wire rod, from which the profiled nail has been produced (see Figure 1). BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)8 ! a) Nominal diameter d and length l of nails (left) and screws

43、 (right). For screws the threaded length is shown, see also Figure 3 lgb) Length of the threaded part lgof threaded nails Figure 1 Nominal diameter, length and length of the threaded part of nails and screws“ !3.10 thread root diameter inner diameter of the thread of a screw NOTE The inner diameter

44、is used in EN 1995-1-1 to determine the effective diameter for laterally loaded dowel type fasteners.“ 3.11 stiffness value based on required bend angle (deformation), of the characteristic yield strength (capacity) either found by testing or calculated according to EN 1995-1-1 !3.12 coating type de

45、fines the purpose of a coating Coating type 1: Corrosion protection Coating type 2: Lubricant to facilitate insertion Coating type 3: Adhesive coating for improving withdrawal strength and/or for collation purposes“ BS EN 14592:2008+A1:2012 EN 14592:2008+A1:2012 (E)9 4 Symbols and abbreviations For

46、the purposes of this standard, the symbols and abbreviations given in EN 1995-1-1 and the following apply. A80percentage elongation (%) Ah nail head cross-sectional area (mm2) As staple leg cross-sectional area (mm2) dnominal diameter (mm) dhhead diameter (mm) !d1“ inner thread diameter; inner diame

47、ter of fluting (mm) defeffective screw diameter (mm) fax,k characteristic withdrawal parameter (N/mm2) fhead,kcharacteristic head pull-through parameter (N/mm2) ftens,kcharacteristic tensile capacity (head pull-off or shank tensile capacity) (kN) ftor,kcharacteristic torsional strength (Nmm) fu tens

48、ile strength of the wire (N/mm2) ht nail head thickness (mm) l overall fastener length (mm) lg length of profiling/threading (mm) lp length of the nail point (mm) My,kcharacteristic yield moment (Nmm) Rtor,kcharacteristic torsional resistance to insertion into timber with a density of 450 kg/m3when

49、conditioned to constant mass at 20 C and 65 % relative humidity (Nmm) bend angle (o) kcharacteristic timber density when conditioned to constant mass at 20 C and 65 % relative humidity (kg/m3) 5 Dimensions and tolerances 5.1 Method of measurement and accuracy Dimensions shall be taken on the completed fastener using a calibrated