EN 14399-10-2009 en High-strength structural bolting assemblies for preloading - Part 10 System HRC - Bolt and nut assemblies with calibrated preload《预载用高强度结构螺栓组件 第10部分 系统HRC 带测定预载.pdf

《EN 14399-10-2009 en High-strength structural bolting assemblies for preloading - Part 10 System HRC - Bolt and nut assemblies with calibrated preload《预载用高强度结构螺栓组件 第10部分 系统HRC 带测定预载.pdf》由会员分享，可在线阅读，更多相关《EN 14399-10-2009 en High-strength structural bolting assemblies for preloading - Part 10 System HRC - Bolt and nut assemblies with calibrated preload《预载用高强度结构螺栓组件 第10部分 系统HRC 带测定预载.pdf（24页珍藏版）》请在麦多课文档分享上搜索。

1、BS EN14399-10:2009ICS 21.060.01NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDHigh-strengthstructural boltingassemblies forpreloadingPart 10: System HRC Bolt and nutassemblies with calibrated preloadThis British Standard was published under the authority of the

2、 Standards Policy and Strategy Committee on 31 July 2009 BSI 2009ISBN 978 0 580 58981 2Amendments/corrigenda issued since publicationDate CommentsBS EN 14399-10:2009National forewordThis British Standard is the official English language version of EN 1439910:2009. Together with BS EN 14399 Parts 1-8

3、, it supersedes BS 4395-1:1969 and BS 4395-2:1969 which were declared obsolescent in 2007. (BS 4395-1:1969 and BS 4395-2:1969, along with BS 4604-1:1970 and BS 4604-2:1970, currently support BS 449 and BS 5950.)The BS EN 14399 series of standards comprise ten parts. BS EN 143991:2005 provides the ge

4、neral and harmonization requirements to which the other parts, which provide specific requirements regarding manufacture, materials and testing, relate.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 app

5、roval for the same extension to be applied to all other structural bolting standards.BS EN 1439910:2009 is only manufactured to property class 10.9 and has been designed to generate the same axial tensile loads as BS EN 143993:2005 property class 10.9. Although known as Tension Control bolts this sy

6、stem depends on accurate control of the assemblys TorqueTension characteristics to achieve the specified axial tensile loads.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard c

7、annot confer immunity from legal obligations.BS EN 14399-10:2009EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 14399-10March 2009ICS 21.060.01English VersionHigh-strength structural bolting assemblies for preloading - Part10: System HRC - Bolt and nut assemblies with calibratedpreloadBoulonnerie

8、de construction mtallique haute rsistanceapte la prcontrainte - Partie 10: Systme HRC - Boulons(vis + crou + rondelle) prcontrainte calibreHochfeste planmig vorspannbareSchraubenverbindungen fr den Metallbau - Teil 10:System HRC - Garnituren aus Schrauben und Muttern mitkalibrierter VorspannungThis

9、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 EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references

10、 concerning such nationalstandards 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 translationunder the responsibility of a CEN member into its

11、 own language and notified to the CEN Management 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, Lithua

12、nia, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All

13、 rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 14399-10:2009: EBS EN 14399-10:2009EN 14399-10:2009 (E) 2 Contents Page Foreword 4Introduction .51 Scope 62 Normative references 63 Terms and definitions .74 Bolts 74.1 Dimensions of bolts .74

14、.2 Specification for bolts and reference standards . 124.3 Marking of bolts 125 Nuts 135.1 Dimensions of nuts. 135.2 Specification for nuts and reference standards 155.3 Proof load values of nuts . 155.4 Decarburization of the nut thread . 165.5 Marking of nuts . 166 Designation of the bolt/nut asse

15、mbly . 177 Associated washers . 178 Functional characteristics of the bolt/nut/washer assembly . 188.1 General . 188.2 Suitability test for preloading 188.3 Suitability test for calibrated preload . 188.4 Requirements 19Bibliography . 21Figures Figure 1 Bolt HRC with hexagon head 8Figure 2 Bolt HRC

16、with cup head 9Figure 3 Examples for bolt marking 13Figure 4 Dimension of the nut . 14Figure 5 Examples for nut marking . 17BS EN 14399-10:2009EN 14399-10:2009 (E) 3 Tables Table 1 Dimensions of hexagon boltsa. 9Table 2 Dimensions of cup head bolts ab. 11Table 3 Dimensions of spline-end a. 11Table 4

17、 Specifications for bolts and reference standards . 12Table 5 Dimensions of nuts according to EN 14399-3:2005 (HR) a. 14Table 6 Dimensions of nuts with height m = 1 d (HRD) a15Table 7 Specifications for nuts and reference standards 15Table 8 Proof load values of nuts 16Table 9 Limiting values of bol

18、t force at the fracture of the spline-end 20BS EN 14399-10:2009EN 14399-10:2009 (E) 4 Foreword This document (EN 14399-10:2009) 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 sta

19、ndard, 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 the elements of this document may be the subject of patent r

20、ights. 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 requirements Part 2: Suitability test for preloading Part 3: System HR

21、 - 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 assemblies Part 9: System HR or HV Direct tension ind

22、icators for bolt and nut assemblies Part 10: System HRC - Bolt and nut assemblies with calibrated preload According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cypr

23、us, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. BS EN 14399-10:2009EN 14399-10:2009 (

24、E) 5 Introduction This part of this European Standard completes the series of European standards EN 14399 parts 1 to 10 which specify high-strength structural bolting for preloading; it belongs to the system HR. The specificity of bolt and nut assemblies with a calibrated preload, compared with the

25、system HR as defined in EN 14399-3, is the preload in the bolt which is controlled during tightening by the fracture of the spline-end of the bolt under torsional stress, this fracture occurring for a precise predetermined stress. Preloaded bolted assemblies are very sensitive to differences in manu

26、facture and lubrication. Therefore it is important that the assembly is supplied by one manufacturer who is always responsible for the function of the assembly. For the same reason it is important that the coating of the assembly is under the control of the manufacturer. Besides the mechanical prope

27、rties of the components, the functionality of the assembly requires that the specified preload can be achieved when the fracture of the break neck at the spline-end of the bolt occurs under the predetermined torsional stress when the assembly is tightened with the appropriate procedure. For this pur

28、pose a test method for the suitability of the components for preloading was created which will demonstrate whether the function of the assembly is fulfilled. It should be pointed out that, compared to ISO 272, the widths across flats (large series) for M12 and M20 have been changed to 22 mm and 32 m

29、m respectively. These changes are justified by the following reasons: under the specific conditions of structural bolting the compressive stresses under the bolt head or nut for the sizes M12 may become too large with the width across flats of 21 mm, especially if the washer is fitted eccentrically

30、to the bolt axis; for the size M20 the width across flats of 34 mm is very difficult to be produced; the change to 32 mm is primarily motivated by economics but it should also be pointed out that the width across flats of 32 mm is already common practice in Europe. BS EN 14399-10:2009EN 14399-10:200

31、9 (E) 6 1 Scope This part of this European Standard specifies, together with EN 14399-1, the requirements for assemblies of high-strength structural bolts and nuts of system HRC suitable for preloaded joints, with hexagon head (large widths across flats) or cup head, thread sizes M12 to M30 and prop

32、erty class 10.9/10. Bolt and nut assemblies conforming to this part of this European Standard have been designed to allow preloading of at least 0,7 fub As1)according to EN 1993-1-8:2005 (Eurocode 3) and to obtain ductility predominantly by plastic elongation of the bolt. For this purpose the compon

33、ents have the following characteristics: nut according to EN 14399-3, or nut with height m = 1 d, thread length of the bolt according to ISO 888. Bolt and nut assemblies conforming to this part of this European Standard include washer(s) according to EN 14399-6 or to EN 14399-5 (under the nut only).

34、 NOTE Attention is drawn to the importance of ensuring that the bolts are correctly used if a satisfactory result is to be obtained. The test method for suitability for preloading is specified in EN 14399-2 and in Clause 8. 2 Normative references The following referenced documents are indispensable

35、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 10045-1, Metallic materials Charpy impact test Part 1: Test method EN 14399-1, High-strength struct

36、ural bolting assemblies for preloading Part 1: General requirements EN 14399-2:2005, High-strength structural bolting assemblies for preloading Part 2: Suitability test for preloading EN 14399-3:2005, High-strength structural bolting assemblies for preloading Part 3: System HR Hexagon bolt and nut a

37、ssemblies EN 14399-5, High-strength structural bolting assemblies for preloading Part 5: Plain washers EN 14399-6, High-strength structural bolting assemblies for preloading Part 6: Plain chamfered washers EN 20898-2, Mechanical properties of fasteners Part 2: Nuts with specified proof load values C

38、oarse thread (ISO 898-2:1992) EN 26157-1, Fasteners Surface discontinuities Part 1: Bolts, screws and studs for general requirements (ISO 6157-1:1988) EN ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel Part 1: Bolts, screws and studs (ISO 898-1:1999) 1) fubis the n

39、ominal tensile strength (Rm) and Asthe stress area of the bolt. BS EN 14399-10:2009EN 14399-10:2009 (E) 7 EN ISO 3269, Fasteners Acceptance inspection (ISO 3269:2000) EN ISO 4759-1, Tolerances for fasteners Part 1: Bolts, screws, studs and nuts Product grades A, B and C (ISO 4759-1:2000) EN ISO 6157

40、-2, Fasteners Surface discontinuities Part 2: Nuts (ISO 6157-2:1995) EN ISO 10684, Fasteners Hot dip galvanized coatings (ISO 10684:2004) ISO 148-1, Metallic materials Charpy pendulum impact test Part 1: Test method ISO 261, ISO general purpose metric screw threads General plan ISO 965-2, ISO genera

41、l 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-dip galvanized external screw th

42、reads with maximum size of tolerance position h before galvanizing 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 shear wrench electric or manual tool equipped with two co-axial sockets which react by torque one against the other: the outer

43、socket which engages the nut rotating clockwise; the inner socket which engages the spline-end of the bolt (i.e. bi-hexagonal) rotating anticlockwise NOTE The shear wrench operates as follows: during the tightening operation of an assembly, the socket in rotation is the one that finds the least resi

44、stance to it; from the outset and right up to the final tightening stage, the outer socket on the nut rotates clockwise while the inner socket holds the spline-end without rotating, the result being that the bolt assembly is progressively tightened by the increasing torque applied to the nut; at the

45、 final stage of tightening, i.e. when the torsional resistance plateau of the break-neck section is attained, the inner socket rotates anticlockwise while the outer socket on the nut provides the reaction without rotating; the bolt assembly installation is complete when the spline-end shears off at

46、the break-neck section. 4 Bolts 4.1 Dimensions of bolts See Figures 1 and 2. Dimensions of bolts are in accordance with the relevant dimensions specified in EN 14399-3:2005, see Tables 1 and 2. Dimensions of the spline-end are specified in Table 3. BS EN 14399-10:2009EN 14399-10:2009 (E) 8 Key a Inc

47、omplete thread u 2 P b15 to 30 NOTE The difference between lgand lsshould not be less than 1,5 P. Figure 1 Bolt HRC with hexagon head BS EN 14399-10:2009EN 14399-10:2009 (E) 9 Key aIncomplete thread u 2 P NOTE The difference between lgand lsshould not be less than 1,5 P. Figure 2 Bolt HRC with cup h

48、ead Table 1 Dimensions of hexagon boltsaDimensions in millimetresThread d M12M16 M20 M22 M24 M27 M30 P b1,75 2 2,5 2,5 3 3 3,5 b (ref.) c30 38 46 50 54 60 66 d 44 52 56 60 66 72 e 65 69 73 79 85 c max. 0,8 0,8 0,8 0,8 0,8 0,8 0,8 min. 0,4 0,4 0,4 0,4 0,4 0,4 0,4 damax. 15,2 19,2 24,4 26,4 28,4 32,4 35,4 dsmax. 12,70 16,70 20,84 22,84 24,84 27,84 30,84 min. 11,30 15,30 19,16 21,16 23,16 26,16 29,16 dwmax. fmin. 20,1 24,9 29,5 33,3 38,0 42,8 46,6 e min. 23,91 29,56 35,03 39,55 45,20 50,85 55,37 k nom. 7,5 10 12,5 14 15 17 18,7 max. 7,95 10,75 13,40 14,90 15,90 17,90 19,7