EN 15048-1-2007 0141 Non-preloaded structural bolting assemblies - Part 1 General requirements《非预加载荷结构螺栓连接组件 第1部分 一般要求》.pdf

1、Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIg49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58P

2、art 1: General requirementsThe European Standard EN 15048-1:2007 has the status of a British StandardICS 21.060.01Non-preloaded structural bolting assemblies BRITISH STANDARDBS EN 15048-1:2007BS EN 15048-1:2007Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy

3、, (c) BSIThis British Standard was published under the authority of the Standards Policy and Strategy Committee on 28 September 2007 BSI 2007ISBN 978 0 580 54674 7Amendments issued since publicationAmd. No. Date Commentscontract. Users are responsible for its correct application.Compliance with a Br

4、itish Standard cannot confer immunity from legal obligations.National forewordThis British Standard is the UK implementation of EN 15048-1:2007.The UK participation in its preparation was entrusted by Technical Committee FME/9, Nuts, bolts and accessories/steering committee, to Subcommittee FME/9/1,

5、 Material.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 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15048-1April 2007ICS 21.060.01English VersionNon-preloaded stru

6、ctural bolting assemblies - Part 1: GeneralrequirementsBoulonnerie de construction mtallique non prcontrainte -Partie 1 : Exigences gnralesGarnituren fr nicht planmig vorgespannteSchraubenverbindungen fr den Metallbau - Teil 1:Allgemeine AnforderungenThis European Standard was approved by CEN on 18

7、September 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be

8、obtained on application to the CEN 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Mana

9、gement Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norwa

10、y, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and

11、by any means reservedworldwide for CEN national Members.Ref. No. EN 15048-1:2007: ELicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIEN 15048-1:2007 (E) 2 Contents Foreword3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .6

12、 4 Requirements.6 5 Testing for conformity evaluation13 6 Evaluation of conformity.15 7 Documentation of test results19 Annex ZA (informative) Clauses of this European Standard addressing the provisions of EU Construction Products Directive (89/106/EEC dated 21 December 1988) .20 Bibliography 25 Lic

13、ensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIEN 15048-1:2007 (E) 3 Foreword This document (EN 15048-1:2007) has been prepared by Technical Committee CEN/TC 185 “Fasteners”, the se-cretariat of which is held by DIN. This European Standard shall be gi

14、ven the status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2007, and conflicting national standards shall be withdrawn at the latest by October 2009. This document has been prepared under a mandate given to CEN by the European Commis

15、sion and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU 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 o

16、f the following coun-tries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Den-mark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, S

17、lovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIEN 15048-1:2007 (E) 4 Introduction Rules for design and execution of bolted connections with non-preloaded low strength or high-strengt

18、h structural bolts respectively are defined for instance in EN 1993-1-8 (Eurocode 3) and prEN 1090-2. The parts of this European Standard on structural bolting specify the general requirements which ensure that bolt/nut/washer assemblies are suitable for use in non preloaded structural bolting. They

19、 can be used in shear con-nections and/or in tension connections if no preload is required. Structural fasteners which meet the requirements of this part of this European Standard have been designed to allow tensile loading of at least fub Asas defined in EN 1993-1-8. Structural fasteners which meet

20、 the requirements of EN 14399-1 are suitable for use in preloaded and non-preloaded structural bolting. This European Standard deals with structural fasteners which are intended for use as non-preloaded assemblies. Since the tensile resistance of bolt/nut assemblies is very sensitive to differences

21、in manufacture, it is important that the assemblies are supplied by one manufacturer who is always responsible for the function of the assembly. For the same reason it is important that coating of the assemblies is under the control of one manufacturer. Beside the mechanical properties of the compon

22、ents the functionality of the assembly requires that the required tensile resistance is achieved. For this purpose the tensile test of assemblies is a means to check whether the func-tion of the assembly is fulfilled. Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrol

23、led Copy, (c) BSIEN 15048-1:2007 (E) 5 1 Scope This part of this European Standard specifies the general requirements for the components of bolt/nut/washer assemblies for non-preloaded structural bolting and for the assemblies themselves. It applies to bolts (including screws, studs and stud bolts)

24、and nuts made of carbon steel, alloy steel and stainless steel with the following property classes: bolts made of carbon steel and alloy steel: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9; nuts made of carbon steel and alloy steel: 4, 5, 6, 8, 10, 12; bolts made of austenitic stainless steel: 50, 70, 80; nut

25、s made of austenitic stainless steel: 50, 70, 80; if appropriate, washers according to hardness class HV 100 or HV 200. NOTE The property classes 4.8, 5.8 and 6.8 may be subjected to limitations of use, it is recommended to refer to prEN 1090-2. The standard applies to thread sizes from M12 to M36 a

26、nd to the associated washers but does not preclude the use of other sizes. Bolted connections with components according to this European Standard are able to be shear and/or tensile loaded. Bolts, nuts and washers according to this European Standard are not normally intended for welding. 2 Normative

27、 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. prEN 1090-2:2005, Execution of steel

28、structures and aluminium structures - Part 2: Technical requirements for the execution of steel structures EN 1993-1-8:2005, Eurocode 3: Design of steel structures - Part 1-8: Design of joints EN 10045-1, Metallic materials Charpy impact test Part 1: Test method EN 10204, Metallic products Types of

29、inspection documents EN 15048-2, Non-preloaded structural bolting assemblies Part 2: Suitability test EN 20898-2, Mechanical properties of fasteners Part 2: Nuts with specified proof load values Coarse thread (ISO 898-2:1992) EN ISO 898-1, Mechanical properties of fasteners made of carbon steel and

30、alloy steel Part 1: Bolts, screws and studs (ISO 898-1:1999) EN ISO 3506-1, Mechanical properties of corrosion-resistant stainless-steel fasteners Part 1: Bolts, screws and studs (ISO 3506-1:1997) EN ISO 3506-2, Mechanical properties of corrosion-resistant stainless-steel fasteners Part 2: Nuts (ISO

31、 3506-2:1997) EN ISO 6507-1, Metallic materials - Vickers hardness test - Part 1: Test method (ISO 6507-1:2005) EN ISO 9001, Quality management systems - Requirements (ISO 9001:2000) Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIEN 15048-1:2007 (E

32、) 6 3 Terms and definitions For the purposes of this document, the terms and definitions given in prEN 1090-2:2005 and the following apply. 3.1 assembly comprises matching bolt, nut and washer(s) (as necessary) with the same coating if any 3.2 manufacturing lot quantity of fasteners of a single desi

33、gnation including product grade, property class and size1), 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 treatment and/or coating process, if any Same heat trea

34、tment or coating 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 The manufacturing lot may be split into a number of manufacturing batches for pro

35、cessing purposes and then reas-sembled into the same manufacturing lot. ISO 15330:1999 3.3 assembly lot assemblies supplied together as a set comprising: bolts from a single manufacturing lot; nuts from a single manufacturing lot 3.4 extended assembly lot manufacturing lot of that component that mai

36、nly influences the result of the suitability test combined with the other components from the same supplier chosen by a documented method NOTE The component with the main influence is determined on the basis of test results. 4 Requirements 4.1 Ordering information At the time of order the manufactur

37、er shall obtain the following information: a) reference to this standard; b) the quantities to be delivered; c) the complete product designation2); d) other requirements as agreed with the purchaser (e. g. low temperature requirements). 1) Size of a bolt means thread diameter and length. 2) The comp

38、lete product designation of the assembly includes the designation and reference standard(s), if any, or the specifi-cation of each component. Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIEN 15048-1:2007 (E) 7 4.2 Manufacturing process 4.2.1 Dange

39、rous substances Materials used in products shall not release any dangerous substances in excess of the maximum permitted levels specified in a relevant European Standard for the material or permitted in the national regulations of the member state of destination. 4.2.2 Material Free cutting steel sh

40、all not be used for the manufacture of bolts and nuts for structural bolting. 4.2.3 Nuts Hot dip galvanized nuts shall be galvanized before they are threaded. Nuts shall not be re-threaded after galvaniz-ing. 4.2.4 Bolts The manufacturing process for bolts of property class 10.9 shall take into acco

41、unt the risk of hydrogen embrittlement, especially during the coating process. NOTE Appropriate additional processes should be considered when the risk of hydrogen embrittlement cannot be avoided. 4.2.5 Finish and coating Finish and coating, if applied, shall be as specified in the relevant coating

42、standards. Coatings shall not impair the mechanical properties or the functional characteristics of the assembly. Coatings of cadmium or cadmium alloy are not permitted. Coating of all components of an assembly shall be compatible and shall have equivalent corrosion resistance. Coating of each compo

43、nent shall be under the control of the manufacturer of the assemblies. 4.3 Delivery conditions All fasteners shall be supplied to the purchaser either in the original unopened, single sealed container or alterna-tively in separate sealed containers by the manufacturer of the assemblies. The suitabil

44、ity for tensile loading of the assembly supplied to the purchaser shall be demonstrated by the tensile test according to EN 15048-2. Containers of bolt/nut assemblies or their components according to this European Standard shall be labelled with the complete designation of the fasteners including: a

45、dditional letters “SB“ (for use in Structural Bolting), relevant lot number(s) and identification of the manufacturer of the assembly. Washers are usually supplied in separate containers. Assemblies shall be supplied in one of the following alterna-tives: a) Bolts and nuts supplied by one manufactur

46、er. The elements of an assembly shall be packed together in one package that is labelled with an assembly lot number and the manufacturers identification. The suitability test is to be performed on each assembly lot by use of representative sample testing as specified in 6.3. b) Bolts and nuts suppl

47、ied by one manufacturer. Each element shall be packed in separate packages that are labelled with the manufacturing lot number of the components and the manufacturers identification. The ele-ments in an assembly are freely interchangeable within the deliveries of one nominal thread diameter. The Lic

48、ensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/12/2007 01:15, Uncontrolled Copy, (c) BSIEN 15048-1:2007 (E) 8 suitability test is to be performed on each extended assembly lot by use of representative sample testing as specified in Table 17. 4.4 Product requirements 4.4.1 Dimensions and tole

49、rances on dimensions, form and position Dimensions, tolerances on dimensions, form and position shall be in accordance with the manufacturers declara-tion by reference to the relevant European or international product standard. For coated fasteners the tolerances shall apply to the parts before coating except the threads of hot dip galvanized nut which are cut after coating. Any suitable thread length may be used. Attention is drawn to the requirements of execution standards. NOTE For metallic structures EN 1090 applies. Any sui