1、July 2012 Translation by DIN-Sprachendienst.English price group 17No 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).ICS 2
2、1.060.01; 91.080.20!$Qj“1924671www.din.deDDIN EN 14592Timber structures Dowel-type fasteners Requirements;English version EN 14592:2008+A1:2012,English translation of DIN EN 14592:2012-07Holzbauwerke Stiftfrmige Verbindungsmittel Anforderungen;Englische Fassung EN 14592:2008+A1:2012,Englische berset
3、zung von DIN EN 14592:2012-07Structures en bois Elments de fixation de type tige Exigences;Version anglaise EN 14592:2008+A1:2012,Traduction anglaise de DIN EN 14592:2012-07SupersedesDIN EN 14592:2009-02See start of applicationwww.beuth.deIn case of doubt, the German-language original shall be consi
4、dered authoritative.Document comprises 46 pages 10.12 DIN EN 14592:2012-07 2 A comma is used as the decimal marker. Start of application The start of application of this standard is 1 August 2012. It should be noted that, in Germany, CE conformity marking of construction products will be permitted o
5、nce this standard has been listed in the Bundesanzeiger (German Federal Gazette) and from the date given therein. National foreword This standard has been prepared by Technical Committee CEN/TC 124 “Timber structures” (Secretariat: AFNOR, France). The responsible German body involved in its preparat
6、ion was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-04-01 Holzbau (Spiegelausschuss des CEN/TC 124, CEN/TC 250/SC 5). Amendments This standard differs from DIN EN 14592:2009-02 as follows: a) the scope has been extended to cover coated
7、or otherwise treated fasteners; b) normative references have been updated; c) the materials for nails, staples, screws and dowels have been changed; d) specifications relating to the geometry and corrosion protection of nails, staples, screws and dowels have been changed; e) Tables 2 to 11 have been
8、 expanded; f) the former Annex B has been deleted (these specifications are now given in prEN 16351:2011); g) Annex ZA has been updated. Previous editions DIN EN 14592: 2009-02 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14592:2008+A1 May 2012 ICS 21.060.01; 91.080.20 Supersedes EN 14592:20
9、08English Version Timber structures - Dowel-type fasteners - 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 CE
10、N on 9 April 2012. 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 m
11、ay be obtained on application 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
12、 to the CEN-CENELEC 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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, L
13、uxembourg, 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-1000 Brussels 2012
14、CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14592:2008+A1:2012: EEN 14592:2008+A1:2012 (E) 2 Contents Page Foreword 41 Scope 52 Normative references 53 Terms and definitions .64 Symbols and abbreviations 95 Dimensions and toler
15、ances 95.1 Method of measurement and accuracy .95.2 Length .95.3 Nominal diameter .95.4 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 Staple
16、s . 136.2.1 General . 136.2.2 Materials 136.2.3 Geometry . 136.2.4 Mechanical strength 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 Genera
17、l . 176.4.2 Materials 176.4.3 Geometry . 176.4.4 Mechanical strength and stiffness 176.4.5 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 Gene
18、ral . 207.2 Initial type testing (ITT) 207.2.1 General . 207.2.2 Sampling, testing and conformity criteria 207.3 Factory production control (FPC) . 26DIN EN 14592:2012-07 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
19、 Nails 338.3 Staples 338.4 Screws 348.5 Dowels 348.6 Bolts and nuts 34Annex A (normative) Expression of corrosion protection specifications 35Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Contruction Products Directive . 37Bibliography 44DIN EN 14592:20
20、12-07 EN 14592:2008+A1:2012 (E) 4 Foreword This document (EN 14592:2008+A1:2012) 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 id
21、entical text or by endorsement, at the latest by November 2012, and conflicting 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
22、held responsible for identifying any or all such patent rights. This document 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 prep
23、ared under a mandate given to CEN by the European Commission and the European 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 Inte
24、rnal Regulations, the national standards organizations of the following countries 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, Luxem
25、bourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 14592:2012-07 EN 14592:2008+A1:2012 (E) 5 1 Scope This European Standard specifies the requirements and test methods for materials, geometry, strength,
26、stiffness and durability ascpects (i.e. corrosion protection) of dowel-type 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 t
27、aken to be nails, staples, screws, dowels, and bolts with nuts. Definitions 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 tr
28、eated with fire retardants to improve their fire performance. This European 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 (
29、adhesive coating).“ 2 Normative references The following referenced documents 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
30、, Timber structures - Test methods - Determination of the yield moment of dowel 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, Eu
31、rocode 5: Design of timber structures - Part 1-1: General - Common rules and 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 1
32、0025-3, Hot rolled products of structural steels - Part 3: Technical delivery 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 temperin
33、g - Part 2: Technical delivery conditions for non alloy steels !EN 10088 (all 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 metho
34、ds DIN EN 14592:2012-07 EN 14592:2008+A1:2012 (E) 6 !EN 10263 (all parts), 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
35、conditions - Part 2: Steels for general engineering purposes“ EN 14358, 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 - Pictoria
36、l marking for handling of goods (ISO 780:1997) EN ISO 1461, Hot dip galvanised 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 (
37、ISO 4016:1999) EN ISO 4017, Hexagon head screws - Product grades A and B (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
38、6892-1, Metallic materials - Tensile testing - Part 1: Method of test at 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) !de
39、leted text“ ISO 2081, Metallic coatings - Electroplated coatings of zinc 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 alon
40、g its entire length (e.g. round, square or grooved nails) 3.2 threaded nail 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 DIN EN 14592:2012-07 EN 14592:2008+A1:2012 (E) 7
41、3.4 dowel cylindrical metal fastener that does not contain an integral 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 par
42、ameter measuring the resistance of a timber test piece to the withdrawal 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 capaci
43、ty measured during a test following the principle of EN 1383, as described 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 dimensi
44、on of the unprofiled part, when measured as described in 5.3 NOTE For 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 mi
45、nimum cross-sectional for a square nail, for all other profiled nails, 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). DIN EN 14592:2012-07 EN 14592:2008+A1:2012 (E)
46、 8 ! a) Nominal diameter d and length l of nails (left) and screws (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 diamete
47、r inner diameter of the thread of a screw NOTE The inner diameter 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 te
48、sting or calculated according to EN 1995-1-1 !3.12 coating type defines 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“ DIN EN 14592:2012-07 EN 14592:20
