DIN EN 14399-1-2015 High-strength structural bolting assemblies for preloading - Part 1 General requirements German version EN 14399-1 2015《预加负荷用高强度结构螺栓组件 第1部分 一般要求 德文版本EN 14399-1-.pdf

1、April 2015 Translation by DIN-Sprachendienst.English price group 15No 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、21.060.01!%B3Z“2311655www.din.deDDIN EN 14399-1High-strength structural bolting assemblies for preloading Part 1: General requirements;English version EN 14399-1:2015,English translation of DIN EN 14399-1:2015-04Hochfeste vorspannbare Garnituren fr Schraubverbindungen im Metallbau Teil 1: Allgemeine

3、 Anforderungen;Englische Fassung EN 14399-1:2015,Englische bersetzung von DIN EN 14399-1:2015-04Boulonnerie de construction mtallique haute rsistance apte la prcontrainte Partie 1: Exigences gnrales;Version anglaise EN 14399-1:2015,Traduction anglaise de DIN EN 14399-1:2015-04SupersedesDIN EN 14399-

4、1:2006-06www.beuth.deDocument comprises 32 pagesIn case of doubt, the German-language original shall be considered authoritative.04.15 DIN EN 14399-1:2015-04 2 A comma is used as the decimal marker. National foreword This document (EN 14399-1:2015) has been prepared by Technical Committee CEN/TC 185

5、 “Fasteners” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the DIN-Normenausschuss Mechanische Verbindungselemente (DIN Standards Committee Fasteners), Working Committee NA 067-00-07 AA Verbindungselemente fr den Metallbau. The European Standards referred t

6、o in Clause 2 of this document have been published as the corresponding DIN EN or DIN EN ISO Standards with the same number. Amendments This standard differs from DIN EN 14399-1:2006-06 as follows: a) the title of the German version has been changed: the word planmig has been deleted and Garnituren

7、(assemblies) has been included; b) the standard has been revised to be in line with Regulation (EU) No 305/2011 (Construction Products Regulation); c) the requirements of this standards are only related to the product characteristics of bolting assemblies which are necessary for CE marking; d) all c

8、lauses dealing with technical or other requirements have been transferred to EN 14399-2; e) Table 1 containing the overview of the composition of structural bolting assemblies and component marking has been transferred to EN 14399-2. Previous editions DIN EN 14399-1: 2005-06, 2006-06 EUROPEAN STANDA

9、RD NORME EUROPENNE EUROPISCHE NORM EN 14399-1 February 2015 ICS 21.060.01 Supersedes EN 14399-1:2005English Version High-strength structural bolting assemblies for preloading -Part 1: General requirements Boulonnerie de construction mtallique haute rsistance apte la prcontrainte - Partie 1: Exigence

10、s gnrales Hochfeste vorspannbare Garnituren fr Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen This European Standard was approved by CEN on 22 August 2014. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this Eu

11、ropean 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 Management Centre or to any CEN member. This European Standard exists in three official versi

12、ons (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 as the official versions. CEN members are the national standards bodies of Austria,

13、Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Sw

14、itzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN nati

15、onal Members. Ref. No. EN 14399-1:2015 EEN 14399-1:2015 (E) 2 Contents Page Foreword 3 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms and definitions .7 4 Product characteristics .8 4.1 General 8 4.2 Type (bolting assemblies) .8 4.3 Property class (bolting assemblies) 9 4.4 Product grade

16、 (bolts, nuts, washers and, if provided, direct tension indicators) . 10 4.5 k-class and k-factor (bolting assemblies) . 11 5 Testing and assessment methods 11 5.1 General . 11 5.2 Type (bolting assemblies) 12 5.3 Property class (bolting assemblies) . 12 5.4 Product grade (bolts, nuts, washers and,

17、if provided, direct tension indicators) . 13 5.5 k-class and k-factor (bolting assemblies) 15 6 Assessment and Verification of Constancy of Performance (AVCP) 15 6.1 General . 15 6.2 Type testing . 16 6.3 Factory production control (FPC) . 17 Annex ZA (informative) Clauses of this European Standard

18、addressing the provisions of the EU Construction Products Regulation . 23 ZA.1 Scope and relevant characteristics 23 ZA.2 Procedure for Assessment and Verification of Constancy of Performance (AVCP) of high-strength structural bolting assemblies for preloading . 24 ZA.3 CE marking and labelling . 28

19、 Bibliography . 30 DIN EN 14399-1:2015-04 EN 14399-1:2015 (E) 3 Foreword This document (EN 14399-1:2015) has been prepared by Technical Committee CEN/TC 185 “Fasteners”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by public

20、ation of an identical text or by endorsement, at the latest by August 2015 and conflicting national standards shall be withdrawn at the latest by November 2016. 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 sh

21、all not be held responsible for identifying any or all such patent rights. This document supersedes EN 14399-1:2005. In comparison with EN 14399-1:2005, the following modifications have been made: the standard was revised to meet the new format for harmonized standards and in relation to the Regulat

22、ion (EU) No. 305/2011 (CPR); the requirements of this standard only relate to the product characteristics of bolting assemblies which are necessary for CE marking; all clauses dealing with further technical or other requirements have been transferred to EN 14399-2; the table containing the overview

23、of the composition of bolting assemblies and component marking has been transferred to EN 14399-2. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports basic work requirements of Regulation (EU) No. 305/2011. Fo

24、r relationship with Regulation (EU) No. 305/201, see informative Annex ZA, which is an integral part of this document. EN 14399 consists of the following parts, under the general title High-strength structural bolting assemblies for preloading: Part 1: General requirements (the present document); Pa

25、rt 2: Suitability for preloading; Part 3: System HR Hexagon bolt and nut assemblies; Part 4: System HV Hexagon bolt and nut assemblies; Part 5: Plain washers; Part 6: Plain chamfered washers; Part 7: System HR Countersunk head bolt and nut assemblies; Part 8: System HV Hexagon fit bolt and nut assem

26、blies; Part 9: System HR or HV Direct tension indicators for bolt and nut assemblies; Part 10: System HRC Bolt and nut assemblies with calibrated preload. DIN EN 14399-1:2015-04 EN 14399-1:2015 (E) 4 According to the CEN-CENELEC Internal Regulations, the national standards organizations of the follo

27、wing 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, Lithuania, Luxembourg, Malta, Netherlands, N

28、orway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 14399-1:2015-04 EN 14399-1:2015 (E) 5 Introduction This document on structural bolting assemblies reflects the situation in Europe where two technical solutions exist to achieve th

29、e necessary ductility of bolting assemblies. These solutions utilize different bolting assemblies (system HR, HV and HRC). Both systems are well proven and it is the responsibility of the experts for structural connections whether they use the one or the other system. It is however important for the

30、 performance of the bolting assembly to avoid mixing up the components of both systems. Therefore, the bolts and nuts for both systems are standardized in one single part of this European Standard each and the marking of the components of the same system is consistent. DIN EN 14399-1:2015-04 EN 1439

31、9-1:2015 (E) 6 1 Scope This European Standard specifies the general requirements for bolt/nut/washer(s) assemblies for high-strength structural bolting, which are suitable for preloading. The intended use of bolting assemblies in accordance with this European Standard is structural metallic works. N

32、OTE 1 High-strength structural bolting assemblies in accordance with EN 14399-2 to EN 14399-10 are designed to fulfil the requirements of this European Standard. NOTE 2 High-strength structural bolting assemblies are suitable for preloading in accordance with EN 1090-2 in steel structures. High-stre

33、ngth structural bolting assemblies smaller than M12 are not designed to be preloaded. High-strength structural bolting assemblies are not designed to be welded. Railway rail fasteners are not covered by this standard. 2 Normative references The following documents, in whole or in part, are normative

34、ly 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 1090-2:2008+A1:2011, Execution of steel structures and aluminiu

35、m structures - Part 2: Technical requirements for steel structures EN 14399-2:2015, High-strength structural bolting assemblies for preloading - Part 2: Suitability for preloading EN 14399-3:2015, High-strength structural bolting assemblies for preloading - Part 3: System HR - Hexagon bolt and nut a

36、ssemblies EN 14399-4:2015, High-strength structural bolting assemblies for preloading - Part 4: System HV - Hexagon bolt and nut assemblies EN 14399-5, High-strength structural bolting assemblies for preloading - Part 5: Plain washers EN 14399-6, High-strength structural bolting assemblies for prelo

37、ading - Part 6: Plain chamfered washers EN 14399-7:2007, High-strength structural bolting assemblies for preloading - Part 7: System HR - Countersunk head bolt and nut assemblies EN 14399-8:2007, High-strength structural bolting assemblies for preloading - Part 8: System HV - Hexagon fit bolt and nu

38、t assemblies EN 14399-9:2009, High-strength structural bolting assemblies for preloading - Part 9: System HR or HV - Direct tension indicators for bolt and nut assemblies EN 14399-10:2009, High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt and nut assemblies with

39、 calibrated preload EN ISO 225, Fasteners - Bolts, screws, studs and nuts - Symbols and descriptions of dimensions (ISO 225) DIN EN 14399-1:2015-04 EN 14399-1:2015 (E) 7 EN ISO 898-1:2013, Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts, screws and studs with

40、specified property classes - Coarse thread and fine pitch thread (ISO 898-1:2013) EN ISO 898-2:2012, Mechanical properties of fasteners made of carbon steel and alloy steel - Part 2: Nuts with specified property classes - Coarse thread and fine pitch thread (ISO 898-2:2012) EN ISO 4759-1, Tolerances

41、 for fasteners - Part 1: Bolts, screws, studs and nuts - Product grades A, B and C (ISO 4759-1) EN ISO 4759-3, Tolerances for fasteners - Part 3: Plain washers for bolts, screws and nuts - Products grades A and C (ISO 4759-3) EN ISO 6507-1, Metallic materials - Vickers hardness test - Part 1: Test m

42、ethod (ISO 6507-1) EN ISO 6508-1, Metallic materials - Rockwell hardness test - Part 1: Test method (scales A, B, C, D, E, F, G, H, K, N, T) (ISO 6508-1) EN ISO 10684, Fasteners - Hot dip galvanized coatings (ISO 10684) ISO 888, Fasteners - Bolts, screws and studs - Nominal lengths and thread length

43、s ISO 965-2, ISO general purpose metric screw threads - Tolerances - Part 2: Limits of sizes for general purpose external and internal screw threads - Medium quality ISO 965-5, ISO general purpose metric screw threads - Tolerances - Part 5: Limits of sizes for internal screw threads to mate with hot

44、-dip galvanized external screw threads with maximum size of tolerance position h before galvanizing 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1090-2:2008+A1:2011 and the following apply. 3.1 bolting assembly matching bolt, nut, washer(s) and if

45、relevant, direct tension indicator and nut face washer or bolt face washer 3.2 single bolting assembly lot bolting assembly lot containing: bolts from a single manufacturing lot; nuts from a single manufacturing lot; washers from a single manufacturing lot; and, if relevant: direct tension indicator

46、s from a single manufacturing lot; nut face washers from a single manufacturing lot; bolt face washers from a single manufacturing lot DIN EN 14399-1:2015-04 EN 14399-1:2015 (E) 8 3.3 extended bolting assembly lot bolting assembly lot containing: the component with the main influence on the result o

47、f the suitability test from a single manufacturing lot; the complementary components from several manufacturing lots Note 1 to entry: The component having the main influence (either nut or direct tension indicator) is determined on the basis of test results. Note 2 to entry: An extended bolting asse

48、mbly lot contains bolts, nuts and washers and, if relevant, direct tension indicators and nut face washers or bolt face washers. 3.4 manufacturing lot (for bolting assemblies components) quantity of components of a single designation including product grade, property class, type, and size, manufactured from bar, wire, rod or flat product from a single cast, processed through the same or similar steps at the same time or over a continuous time period, through the same heat treatmen