BS EN 15048-1-2016 Non-preloaded structural bolting assemblies General requirements《非预加负荷结构的螺栓连接组件 一般要求》.pdf

1、BS EN 15048-1:2016Non-preloaded structuralbolting assembliesPart 1: General requirementsBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 15048-1:2016 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 15048-1:2016.It supersedes

2、 BS EN 15048-1:2007 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee FME/9, Fasteners.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovision

3、s of a contract. Users are responsible for its correctapplication. The British Standards Institution 2016.Published by BSI Standards Limited 2016ISBN 978 0 580 87331 7ICS 21.060.01Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published unde

4、r the authority of theStandards Policy and Strategy Committee on 31 July 2016.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dBS EN 15048-1:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15048-1 July 2016 ICS 21.060.01 Supersedes EN 15048-1:2007English Version Non

5、-preloaded structural bolting assemblies - Part 1: General requirements Boulonnerie de construction mtallique non prcontrainte - Partie 1: Exigences gnrales Garnituren fr nicht vorgespannte Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen This European Standard was approved by CEN

6、 on 19 March 2015. 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

7、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

8、 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Icelan

9、d, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Manageme

10、nt Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15048-1:2016 EBS EN 15048-1:2016EN 15048-1:2016 (E) 2 Contents Page European foreword . 3 Introduction 5 1 Scope 6 2 Normative refere

11、nces 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) 11 4.4 Product grade (bolts and nuts) . 13 5 Testing and assessment methods . 14 5.1 General . 14 5.2 Type (bolting assemblies) - Axial load (bolting

12、 assemblies) . 14 5.3 Property class (bolting assemblies) 14 5.4 Product grade (bolts and nuts) . 15 6 Assessment and Verification of Constancy of Performance (AVCP) 16 6.1 General . 16 6.2 Type-testing . 17 6.3 Factory production control (FPC) 18 Annex ZA (informative) Clauses of this European Stan

13、dard addressing the provisions of the EU Construction Products Regulation 24 ZA.1 Scope and relevant characteristics 24 ZA.2 Procedure for Assessment and Verification of Constancy of Performance (AVCP) of Non-preloaded structural bolting assemblies . 24 ZA.3 CE marking and labelling 28 Bibliography

14、. 30 BS EN 15048-1:2016EN 15048-1:2016 (E) 3 European foreword This document (EN 15048-1:2016) has been prepared by Technical Committee CEN/TC 185 “Fasteners“, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of a

15、n identical text or by endorsement, at the latest by January 2017, and conflicting national standards shall be withdrawn at the latest by April 2018. 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

16、held responsible for identifying any or all such patent rights. This document supersedes EN 15048-1:2007. 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 305/20

17、11. For relationship with Regulation (EU) No 305/2011 see informative Annex ZA, which is an integral part of this document. EN 15048 consists of the following parts, under the general title Non-preloaded structural bolting assemblies: Part 1: General requirements; Part 2: Fitness for purpose. Compar

18、ed to the previous version, the modifications are the following: the standard was revised to meet the new format for harmonized standards and in relation to the Regulation (EU) No. 305/2011 (CPR); the requirements of this standard only relate to the product characteristics of bolting assemblies whic

19、h are necessary for CE marking; all clauses dealing with further technical or other requirements have been transferred to EN 15048-2; washers are not considered as part of the non-preloaded bolting assemblies, however they can be used as relevant; addition of bolting assemblies made in aluminum and

20、aluminum alloys; addition of nominal diameters M5 to M10; Railway rail fasteners have been excluded. BS EN 15048-1:2016EN 15048-1:2016 (E) 4 According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standar

21、d: 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, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain

22、, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 15048-1:2016EN 15048-1:2016 (E) 5 Introduction Rules for design and execution of bolted connections with non-preloaded structural bolts are defined for instance in EN 1993-1-8 and EN 1090-2 for steel structures or EN 1999-1-1 and EN 1090-3

23、for aluminium or aluminium alloy structures. The parts of this European Standard on structural bolting assemblies specify the general requirements which ensure that bolting assemblies comprising bolts and nuts are suitable for use as non-preloaded structural bolting in structural metallic works. The

24、y can be used in shear connections and/or in tension connections if no preload is required. Structural bolting assemblies which meet the requirements of this part of this European Standard have been designed to allow tensile resistance of at least fub As. For this purpose the tensile test of bolting

25、 assemblies specified in EN 15048-2 is a mean to check whether the function of the assembly is fulfilled. Washers or other elements can be used additionally if necessary. BS EN 15048-1:2016EN 15048-1:2016 (E) 6 1 Scope This part of this European Standard specifies the general requirements for boltin

26、g assemblies for non-preloaded structural bolting. Bolting assemblies in accordance with this European Standard are designed to be used in structural bolting connections for shear and/or tensile loading. The intended use of bolting assemblies in accordance with this European standard is structural m

27、etallic works. It applies to bolts (the term used when bolts partially threaded, screws, studs and stud-bolts are considered all together) and nuts made of carbon steel, alloy steel, stainless steel or aluminium or aluminium alloy with the following property classes: bolts made of carbon steel or al

28、loy steel: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 (in accordance with EN ISO 898-1); nuts made of carbon steel or alloy steel: 5, 6, 8, 10, 12 (in accordance with EN ISO 898-2); bolts made of austenitic stainless steel: 50, 70, 80 (in accordance with EN ISO 3506-1); nuts made of austenitic stainless ste

29、el: 50, 70, 80 (in accordance with EN ISO 3506-2); bolts made of aluminium or aluminium alloy: AL1 to AL6 (in accordance with EN 28839); nuts made of aluminium or aluminium alloy: AL1 to AL6 (in accordance with EN 28839). This European Standard applies to bolting assemblies with ISO metric coarse pi

30、tch thread from sizes M12 to M39 for use in steel structures according to EN 1090-2, and from M5 to M39 for use in aluminium or aluminium alloy structures according to EN 1090-3. The use of thread sizes larger than M39 is not precluded provided all applicable requirements of this standard are met. W

31、ARNING Only bolting assemblies are covered by this harmonized standard: separate bolts or nuts, not tested as part of an assembly lot of bolting assemblies in accordance with EN 15048-2, are not covered by this harmonized standard and cannot be CE marked. NOTE 1 The property classes 4.8, 5.8 and 6.8

32、 may be subjected to limitations of use. NOTE 2 High-strength structural bolting assemblies for preloading which meet the requirements of EN 143991 are not within the scope of this European Standard but they are also suitable for use in non-preloaded structural bolting. NOTE 3 Bolts and nuts made of

33、 aluminium or aluminium alloys are not designed to be used in steel structures, see EN 10902. Bolting assemblies in accordance with this European Standard are not designed to be welded. Railway rail fasteners are not covered by this European Standard. 2 Normative references The following documents,

34、in whole or in part, are normatively 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, Execution of steel st

35、ructures and aluminium structures Part 2: Technical requirements for steel structures BS EN 15048-1:2016EN 15048-1:2016 (E) 7 EN 15048-2, Non-preloaded structural bolting assemblies Part 2: Suitability test EN 28839, Mechanical properties of fasteners Bolts, screws, studs and nuts made of non-ferrou

36、s metals (ISO 8839) EN ISO 225, Fasteners Bolts, screws, studs and nuts Symbols and descriptions of dimensions (ISO 225) EN ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel Part 1: Bolts, screws and studs with specified property classes Coarse thread and fine pitch

37、thread (ISO 898-1) EN ISO 898-2, 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) EN ISO 3506-1, Mechanical properties of corrosion-resistant stainless steel fasteners Part 1: Bolts, s

38、crews and studs (ISO 3506-1) EN ISO 3506-2, Mechanical properties of corrosion-resistant stainless steel fasteners Part 2: Nuts (ISO 3506-2) EN ISO 4759-1, Tolerances for fasteners Part 1: Bolts, screws, studs and nuts Product grades A, B and C (ISO 4759-1) EN ISO 10684:2004, Fasteners Hot dip galva

39、nized coatings (ISO 10684:2004) ISO 965-1, ISO general purpose metric screw threads Tolerances Part 1: Principles and basic data 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 965-3, IS

40、O general purpose metric screw threads Tolerances Part 3: Deviations for constructional screw threads ISO 965-4, ISO general purpose metric screw threads Tolerances Part 4: Limits of sizes for hot-dip galvanized external screw threads to mate with internal screw threads tapped with tolerance positio

41、n H or G after galvanizing ISO 965-5, ISO general purpose metric screw threads Tolerances Part 5: Limits of sizes for internal screw threads to mate with hot-dip galvanized external screw threads with maximum size of tolerance position h before galvanizing 3 Terms and definitions For the purposes of

42、 this document, the terms and definitions given in EN 1090-2 and the following apply. 3.1 bolting assembly matching bolts (including screws, studs and stud bolts) and nuts 3.2 manufacturing lot quantity of components of a single designation including product grade, property class, type, and size, ma

43、nufactured from bar, wire, rod or flat product from a single cast, processed through the same or BS EN 15048-1:2016EN 15048-1:2016 (E) 8 similar steps at the same time or over a continuous time period, through the same heat treatment, coating and/or lubrication process, if any Note 1 to entry: Same

44、process means: for a continuous process, the same treatment cycle without any setting modification; for a discontinuous process, the same treatment cycle for identical consecutive loads (batches); Note 2 to entry: The manufacturing lot may be split into a number of manufacturing batches for processi

45、ng purposes and then re-assembled into the same manufacturing lot. 3.3 single bolting assembly lot bolting assembly lot containing: bolts from a single manufacturing lot, nuts from a single manufacturing lot. 3.4 extended bolting assembly lot bolting assembly lot containing: nuts from a single manuf

46、acturing lot, bolts from several manufacturing lots. 4 Product characteristics 4.1 General The performance of the structural bolting assemblies depends on properties of their matched components. Therefore, the requirements specified in 4.2, 4.3 and 4.4 are assessed through the verification of the pr

47、operties of the involved components and/or bolting assemblies, as applicable. 4.2 Type (bolting assemblies) 4.2.1 General Type “SB“ linked with the property class of the bolt covers the axial load of the structural bolting assembly assumed in design. The geometry of the head is relevant for the abil

48、ity of the bolting assembly to be loaded by tension. The cross section of the shank is relevant for the ability of the bolting assembly to be loaded by shear. Any suitable head shape and shank dimensions may be used provided that the requirements for tensile resistance are met. 4.2.2 Axial load (bol

49、ting assemblies) Bolting assemblies shall be assessed in accordance with 5.2. The minimum tensile resistance of the bolting assembly shall comply with the values specified in Table 1, Table 2 and Table 3. The values correspond to the minimum tensile strength Rm,minfor the relevant property class of the structural bolting assembly, as specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 as appropriate. BS EN 15048-1:2016EN 15048-1:2016 (E) 9 Table 1 Tensile resistance of bolt/nut