EN 14399-9-2009 en High-strength structural bolting assemblies for preloading - Part 9 System HR or HV - Direct tension indicators for bolt and nut assemblies《预加负荷用高强度结构螺栓组件 第9部分 H.pdf
《EN 14399-9-2009 en High-strength structural bolting assemblies for preloading - Part 9 System HR or HV - Direct tension indicators for bolt and nut assemblies《预加负荷用高强度结构螺栓组件 第9部分 H.pdf》由会员分享,可在线阅读,更多相关《EN 14399-9-2009 en High-strength structural bolting assemblies for preloading - Part 9 System HR or HV - Direct tension indicators for bolt and nut assemblies《预加负荷用高强度结构螺栓组件 第9部分 H.pdf(26页珍藏版)》请在麦多课文档分享上搜索。
1、BS EN 14399-9:2009ICS 21.060.01NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDHigh strength structural bolting for preloadingPart 9: System HR or HV - Direct tension indicators for bolt and nut assembliesThis British Standard was published under the authority o
2、f the Standards Policy and Strategy Committee on 31 July 2009 BSI 2009ISBN 978 0 580 54251 0Amendments/corrigenda issued since publicationDate CommentsBS EN 14399-9:2009National forewordThis British Standard is the official English language version of EN 143999: 2009. The standard supersedes BS 7644
3、-1:1993 and BS 7644-2:1993 which are declared obsolescent. The BS EN 14399 series of standards comprise ten parts. BS EN 143991:2005 provides the general and harmonization requirements to which the other parts, which provide specific requirements regarding manufacture, materials and testing, relate.
4、Following the agreement to extend the period of co-existence to two years for BS EN 14399 Parts 1 to 6, CEN/TC 185/WG 6 applied for and received approval for the same extension to be applied to all other struc-tural bolting standards.Direct Tension Indicators conforming to BS EN 143999:2009 are desi
5、gned and manufactured to work with bolt assemblies of property classes 8.8 and 10.9 conforming to BS EN 143993:2005 and property class 10.9 conforming to BS EN 143994:2005 to generate the axial tensile loads specified in BS EN 1090-2:2008The UK participation in its preparation was entrusted to Techn
6、ical Committee FME/9/1, Mechanical properties of fasteners.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. Users are responsible for its correct application.Comp
7、liance with a British Standard cannot confer immunity from legal obligations.BS EN 14399-9:2009EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORMEN 14399-9March 2009ICS 21.060.01 English VersionHigh-strength structural bolting assemblies for preloading - Part 9: System HR or HV - Direct tension indic
8、ators for bolt and nut assembliesBoulonnerie de construction mtallique haute rsistance apte la prcontrainte - Partie 9 : Systme HR ou HV -Rondelles indicatrices de prcontrainte pour les boulonsHochfeste planmig vorspannbare Schraubenverbindungen fr den Metallbau - Teil 9: System HR oder HV - Direkte
9、 Kraftanzeiger fr Garnituren ausSchrauben und MutternThis European Standard was approved by CEN on 24 January 2009.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
10、alteration. Up-to-date lists and bibliographical references concerning such national standards may be 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
11、translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Ge
12、rmany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUN
13、GManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members.Ref. No. EN 14399-9:2009: EBS EN 14399-9:2009EN 14399-9:2009 (E) 2 Contents Page Foreword 4Introduction .51 Scope 62 Normative references
14、 63 Direct tension indicators .73.1 Dimensions .73.2 Specifications and reference standards .93.3 Performance test of direct tension indicators 93.4 Test method for measuring compression loads (all finishes) on direct tension indicators . 103.4.1 General . 103.4.2 Testing apparatus . 103.4.3 Compres
15、sion loading system 103.4.4 Support blocks 103.4.5 Bearing blocks 123.4.6 Calibration . 123.4.7 Test Procedure 123.5 Marking of the direct tension indicator 143.6 Designation of the direct tension indicator . 144 Nut face washers and bolt face washers . 154.1 Dimensions 154.2 Specifications and refe
16、rence standards for nut face washers and bolt face washers . 164.3 Marking 174.3.1 Nut face washers 174.3.2 Bolt face washers . 174.4 Designation . 174.4.1 Nut face washers 174.4.2 Bolt face washers . 185 Functional characteristics . 185.1 Assemblies 185.2 Functional characteristics of direct tensio
17、n indicators in the assembly 195.3 Functional characteristics of the bolt/nut/washer(s)/direct tension indicator assembly 205.3.1 General . 205.3.2 Test procedure 20Annex A (informative) Special testing conditions and procedures 22Bibliography . 23BS EN 14399-9:2009EN 14399-9:2009 (E) 3 Figures Figu
18、re 1 Dimensions of compressible washer-type direct tension indicator (example with six protrusions) . 8Figure 2 Support block 11Figure 3 Support block dimensions . 11Figure 4 Steps for determining compression load . 14Figure 5 Dimensions of nut face washers . 15Figure 6 Dimensions of bolt face washe
19、rs 16Figure 7 Tightening of the assembly by rotation of the nut . 18Figure 8 Tightening of the assembly by rotation of the bolt head . 19Figure 9 Checking the indicator gap (example with six protrusions) 20Tables Table 1 Systems of bolt/nut/washer assemblies 5Table 2 Dimensions of compressible washe
20、r-type direct tension indicator . 8Table 3 Specifications and reference standards 9Table 4 Indicator compression loads at appropriate gap (see Table 9) . 10Table 5 Support block dimensions 12Table 6 Dimensions of nut face washers 15Table 7 Dimensions of bolt face washers . 16Table 8 Specifications a
21、nd reference standards 17Table 9 Thickness of the feeler gauge . 19Table 10 Feeler gauge requirements . 20BS EN 14399-9:2009EN 14399-9:2009 (E) 4 Foreword This document (EN 14399-9:2009) has been prepared by Technical Committee CEN/TC 185 “Fasteners”, the secretariat of which is held by DIN. This Eu
22、ropean Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by September 2009, and conflicting national standards shall be withdrawn at the latest by September 2011. Attention is drawn to the possibility that some of t
23、he elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. EN 14399 consists of the following parts, under the general title High-strength structural bolting assemblies for preloading: Part 1: General requirement
24、s Part 2: Suitability test 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 an
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