SIST EN 15048-1:2016
(Main)Non-preloaded structural bolting assemblies - Part 1: General requirements
Non-preloaded structural bolting assemblies - Part 1: General requirements
This part of this European Standard specifies the general requirements for bolting 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 metallic 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 and alloy 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 and 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 steel: 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 pitch 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.
WARNING — 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 may be subjected to limitations of use.
NOTE 2 High-strength structural bolting assemblies for preloading which meet the requirements of EN 14399–1 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 aluminium or aluminium alloys are not designed to be used in steel structures, see EN 1090–2.
Bolting assemblies in accordance with this European Standard are not designed to be welded.
Railway rail fasteners are not covered by this European Standard.
Garnituren für nicht vorgespannte Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen
Dieser Teil der vorliegenden Europäischen Norm legt die allgemeinen Anforderungen an nicht vorgespannte Garnituren für Schraubverbindungen im Metallbau fest. Garnituren für Schraubverbindungen nach dieser Europäischen Norm sind für Anwendungen im Metallbau bei Scher und/oder Zugbeanspruchung ausgelegt.
Die vorgesehene Anwendung der Garnituren für Schraubverbindungen entsprechend dieser Europäischen Norm ist der Metallbau.
Dieser Teil gilt für Schrauben (in diesem Zusammenhang werden unter dem Oberbegriff „Schrauben“ [en: bolts] folgende Verbindungselemente verstanden: Schrauben mit Gewinde nicht bis zum Schraubenkopf [en: bolts] und Schrauben mit Gewinde bis zum Schraubenkopf [en: screws], Stiftschrauben [en: studs] und Gewindebolzen [en: stud bolts]) und Muttern aus Kohlenstoffstahl, aus legiertem Stahl, aus nichtrostendem Stahl oder aus Aluminium oder Aluminiumlegierungen mit folgenden Festigkeitsklassen:
- Schrauben aus Kohlenstoffstahl und legiertem Stahl: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 (nach EN ISO 898 1);
- Muttern aus Kohlenstoffstahl und legiertem Stahl: 5, 6, 8, 10, 12 (nach EN ISO 898 2);
- Schrauben aus austenitischem nichtrostendem Stahl: 50, 70, 80 (nach EN 3506 1);
- Muttern aus austenitischem nichtrostendem Stahl: 50, 70, 80 (nach EN 3506 2);
- Schrauben aus Aluminium oder Aluminiumlegierungen: AL1 bis AL6 (nach EN 28839);
- Muttern aus Aluminium oder Aluminiumlegierungen: AL1 bis AL6 (nach EN 28839).
Diese Norm gilt für Garnituren für Schraubverbindungen mit metrischem ISO Regelgewinde von M12 bis M39 für Metallkonstruktionen aus Stahl nach EN 1090 2 und von M5 bis M39 für Metallkonstruktionen aus Aluminium oder Aluminiumlegierungen nach EN 1090 3. Die Verwendung von größeren Gewinden als M39 ist nicht ausgeschlossen, sofern alle zutreffenden Anforderungen dieser Norm erfüllt sind.
WARNHINWEIS — In dieser harmonisierten Norm werden lediglich Garnituren für Schraubverbindungen erfasst: separate Schrauben oder Muttern, die nicht als Teil eines Garniturenloses für Schraubverbindungen nach EN 15048 2 geprüft werden, sind in dieser harmonisierten Norm nicht erfasst und können nicht mit dem CE Symbol gekennzeichnet werden.
ANMERKUNG 1 Die Anwendung der Festigkeitsklassen 4.8, 5.8 und 6.8 darf eingeschränkt sein.
ANMERKUNG 2 Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau, die EN 14399 1 entsprechen, fallen nicht in den Anwendungsbereich dieser Norm, sind jedoch für Anwendungen von Schraub-verbindungen im Metallbau ohne Vorspannung ebenfalls geeignet.
ANMERKUNG 3 Schrauben und Muttern aus Aluminium und Aluminiumlegierungen sind nicht für Anwendungen in Stahlkonstruktionen vorgesehen, siehe EN 1090 2.
Garnituren für Schraubverbindungen nach dieser Europäischen Norm sind nicht dafür vorgesehen geschweißt zu werden.
Befestigungen (Verbindungselemente) von Eisenbahnschienen werden in dieser Norm nicht erfasst.
Boulonnerie de construction métallique non précontrainte - Partie 1: Exigences générales
La présente partie de la présente Norme européenne spécifie les exigences générales relatives à la boulonnerie de construction métallique non précontrainte. Les boulons conformes à la présente Norme européenne sont conçus pour être utilisés dans des assemblages de boulonnerie de construction métallique pour des charges de cisaillement et/ou de traction.
Les boulons conformes à la présente Norme européenne sont destinés à être utilisés dans les ouvrages de structures métalliques.
Il s'applique aux vis (terme utilisé lorsque les vis partiellement filetées, entièrement filetées, goujons et tiges filetées sont considérés dans leur ensemble) et écrous en acier au carbone, acier allié, acier inoxydable, aluminium ou aliage d'aluminium de classes de qualité suivantes :
- vis en acier au carbone ou en acier allié : 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 (conformément à
l’EN ISO 898-1) ;
- écrous en acier au carbone ou en acier allié : 5, 6, 8, 10, 12 (conformément à l’EN ISO 898-2);
- vis en acier inoxydable austénétique : 50, 70, 80 (conformément à l’EN ISO 3506-1);
- écrous en acier inoxydable austénétique : 50, 70, 80 (conformément à l’EN ISO 3506-2);
- vis en aluminium ou aliage d'aluminium : AL1 à AL6 (conformément à l’EN 28839);
- écrous en aluminium ou aliage d'aluminium : AL1 à AL6 (conformément à l’EN 28839).
La présente norme s'applique aux boulons à filetage métrique ISO à pas gros pour les diamètres M12 à M39 utilisés dans les constructions métalliques selon l’EN 1090 2, et pour les diamètres M5 à M39 utilisés dans les sutrctures en aluminium ou aliage d'aluminium selon l’EN 1090 3. L'utilisation de diamètres de filetage supérieurs à M39 n'est pas exclue à condition que toutes les exigences applicables de la présente norme soient satisfaites.
ATTENTION — Seuls les boulons sont couverts par la présente norme harmonisée : les vis seules ou les écrous seuls, non soumis à essais en tant que partie d'un lot d'ensemble de boulons conformément à
l’EN 15048-2, ne sont pas couverts par la présente norme harmonisée et ne peuvent pas être marqués CE.
NOTE 1 Les classes de qualité 4.8, 5.8 et 6.8 peuvent être sujettes à des limites d’utilisation.
NOTE 2 La boulonnerie de construction métallique à haute résistance apte à la précontrainte qui satisfait aux exigences de l’EN 14399-1 n’est pas dans le domaine d’application de la présente Norme européenne mais est également apte pour une utilisation dans des assemblages non précontraints.
NOTE 3 Les vis et les écrous en aluminium ou aliages d’aluminium ne sont pas conçus pour être utilisés dans des structures en acier, voir l’EN 1090 2.
Les boulons conformes à la présente Norme européenne ne sont pas conçus pour être soudés.
Les fixations pour les rails de chemin de fer ne sont pas couvertes par la présente norme.
Vijačne zveze brez prednapetja - 1. del: Splošne zahteve
Ta del evropskega standarda določa splošne zahteve glede vijačnih zvez za strukturno vijačenje brez prednapetja. Vijačne zveze v skladu s tem evropskim standardom so zasnovane za uporabo v strukturnih vijačnih povezavah za strižne in natezne obremenitve.
V skladu s tem evropskim standardom so vijačne zveze predvidene za uporabo pri strukturnih kovinskih delih.
Uporablja se za sornike (izraz za sornike z delnim navojem, vijake, stojne vijake in navojna stebla skupaj) in matice iz ogljikovega jekla, legiranega jekla, nerjavnega jekla ali aluminija/aluminijeve zlitine z naslednjimi razredi lastnosti:
– sorniki iz ogljikovega ali legiranega jekla: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 (v skladu s standardom EN ISO 898 1);
– matice iz ogljikovega ali legiranega jekla: 5, 6, 8, 10, 12 (v skladu s standardom EN ISO 898 2);
– sorniki iz avstenitnega nerjavnega jekla: 50, 70, 80 (v skladu s standardom EN ISO 3506 1);
– matice iz avstenitnega nerjavnega jekla: 50, 70, 80 (v skladu s standardom EN ISO 3506 2);
– sorniki iz aluminija ali aluminijeve zlitine: od AL1 do AL6 (v skladu s standardom EN 28839);
– matice iz aluminija ali aluminijeve zlitine: od AL1 do AL6 (v skladu s standardom EN 28839).
Ta evropski standard se uporablja za vijačne zveze z grobim metričnim navojem ISO velikosti od M12 do M39 za uporabo v jeklenih konstrukcijah v skladu s standardom EN 1090 2 in od M5 do M39 za uporabo v aluminijastih konstrukcijah ali konstrukcijah iz aluminijevih zlitin v skladu s standardom EN 1090 3. Uporaba velikosti navojev nad M39 ni izključena pod pogojem, da so izpolnjene vse ustrezne zahteve tega standarda.
OPOZORILO: V tem usklajenem standardu so zajete samo vijačne zveze; samostojni sorniki ali matice, ki niso preskušeni kot del sestava vijačnih zvez v skladu s standardom EN 15048 2, niso zajeti v tem usklajenem standardu in ne prejmejo oznake CE.
OPOMBA 1: Razredi lastnosti 4.8, 5.8 in 6.8 so lahko predmet omejitev uporabe.
OPOMBA 2: Visokotrdnostne strukturne vijačne zveze za prednapetje, ki izpolnjujejo zahteve standarda EN 14399–1, ne spadajo na področje uporabe tega evropskega standarda, vendar so primerne tudi za uporabo v strukturnem vijačenju brez prednapetja.
OPOMBA 3: Sorniki in matice iz aluminija ali aluminijeve zlitine niso zasnovani za uporabo v jeklenih konstrukcijah (glej EN 1090–2).
Vijačne zveze v skladu s tem evropskim standardom niso namenjene za varjenje.
Ta evropski standard ne zajema veznih sredstev za pritrjevanje železniških tirov.
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Garnituren für nicht vorgespannte Schraubverbindungen im Metallbau - Teil 1: Allgemeine AnforderungenBoulonnerie de construction métallique non précontrainte - Partie 1: Exigences généralesNon-preloaded structural bolting assemblies - Part 1: General requirements21.060.10Sorniki, vijaki, stebelni vijakiBolts, screws, studsICS:Ta slovenski standard je istoveten z:EN 15048-1:2016SIST EN 15048-1:2016en,fr,de01-oktober-2016SIST EN 15048-1:2016SLOVENSKI
STANDARDSIST EN 15048-1:20071DGRPHãþD
SIST EN 15048-1:2016
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15048-1
July
t r s x ICS
t sä r x rä r s Supersedes EN
s w r v zæ sã t r r yEnglish Version
Nonæpreloaded structural bolting assemblies æ Part
sã General requirements Boulonnerie de construction métallique non précontrainte æ Partie
sã Exigences générales
Garnituren für nicht vorgespannte Schraubverbindungen im Metallbau æ Teil
sã Allgemeine Anforderungen This European Standard was approved by CEN on
s { March
t r s wä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey andUnited Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
9
t r s x CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s w r v zæ sã t r s x ESIST EN 15048-1:2016
EN 15048-1:2016 (E) 2 Contents Page European 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) . 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 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 Standard 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 . 30
SIST EN 15048-1:2016
EN 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 an 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 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 305/2011. 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. Compared 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 which 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 aluminum alloys; — addition of nominal diameters M5 to M10; — Railway rail fasteners have been excluded. SIST EN 15048-1:2016
EN 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 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, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 15048-1:2016
EN 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 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. They 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 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. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 6 1 Scope This part of this European Standard specifies the general requirements for bolting 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 metallic 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 alloy 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 steel: 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 pitch 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. WARNING — 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 may be subjected to limitations of use. NOTE 2 High-strength structural bolting assemblies for preloading which meet the requirements of EN 14399–1 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 aluminium or aluminium alloys are not designed to be used in steel structures, see EN 1090–2. 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, 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 structures and aluminium structures — Part 2: Technical requirements for steel structures SIST EN 15048-1:2016
EN 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-ferrous 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 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, screws 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 galvanized 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, ISO 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 position 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 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, manufactured from bar, wire, rod or flat product from a single cast, processed through the same or SIST EN 15048-1:2016
EN 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 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 processing 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 manufacturing 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 properties 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 ability 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 (bolting 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,min for 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. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 9 Table 1 — Tensile resistance of bolt/nut assemblies made of carbon steel or alloy steel Structure Thread Nominal stress area As,nom mm2 Property class of the bolt 4.6 4.8 5.6 5.8 6.8 8.8 10.9 Minimum tensile resistance Fub,min, N (As,nom × Rm,min) For aluminium structures M5a 14,2 5 680 5 960 7 100 7 380 8 520 11 350 14 800 M6a 20,1 8 040 8 440 10 000 10 400 12 100 16 100 20 900 M7a 28,9 11 600 12 100 14 400 15 000 17 300 23 100 30 100 M8a 36,6 14 600 15 400 18 300 19 000 22 000 29 200 38 100 M10a 58,0 23 200 24 400 29 000 30 200 34 800 46 400 60 300 For steel and aluminium structures M12b 84,3 33 700 35 400 42 200 43 800 50 600 70 000 87 700 M14b 115 46 000 48 300 57 500 59 800 69 000 95 500 120 000 M16b 157 62 800 65 900 78 500 81 600 94 000 130 000 163 000 M18b 192 76 800 80 600 96 000 99 800 115 000 159 000 200 000 M20b 245 98 000 103 000 122 000 127 000 147 000 203 000 255 000 M22b 303 121 000 127 000 152 000 158 000 182 000 252 000 315 000 M24b 353 141 000 148 000 176 000 184 000 212 000 293 000 367 000 M27b 459 184 000 193 000 230 000 239 000 275 000 381 000 477 000 M30b 561 224 000 236 000 280 000 292 000 337 000 466 000 583 000 M33b 694 278 000 292 000 347 000 361 000 416 000 576 000 722 000 M36b 817 327 000 343 000 408 000 425 000 490 000 678 000 850 000 M39b 976 390 000 410 000 488 000 508 000 586 000 810 000 1 020 000 a When tested in accordance with EN 15048-2, hot dip galvanized structural bolting assemblies below M12 cannot meet the requirements for tensile resistance. b To achieve full tensile resistance, hot dip galvanized bolting assemblies can require special measures, see EN ISO 10684:2004, Annex F. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 10 Table 2 — Tensile resistance of bolt/nut assemblies made of stainless steel Thread Nominal stress area As,nom mm2 Property class of the bolt 50 70 80 Minimum tensile resistance Fub,min, N (As,nom × Rm,min) M5 14,2 7 100 9 900 11 400 M6 20,1 10 000 14 100 16 100 M7 28,9 14 400 20 200 23 100 M8 36,6 18 300 25 600 29 300 M10 58,0 29 000 40 600 46 400 M12 84,3 42 200 59 000 67 400 M14 115 57 500 80 500 92 000 M16 157 78 500 110 000 126 000 M18 192 96 000 134 000 154 000 M20 245 122 000 172 000 196 000 M22 303 152 000 212 000 242 000 M24 353 176 000 247 000 282 000 M27 459 230 000 321 000a 367 000a M30 561 280 000 393 000a 449 000a M33 694 347 000 486 000a 555 000a M36 817 408 000 572 000a 654 000a M39 976 488 000 683 000a 781 000a a These sizes might not be available as bolt and nut assemblies, so studs or stud bolts with nuts may be used. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 11 Table 3 — Tensile resistance of bolt/nut assemblies made of aluminium or aluminium alloy Thread Nominal stress area As,nom mm2 Property class of the bolt AL1 AL2 AL3 AL4 AL5 AL6 Minimum tensile resistance Fub,min, N (As,nom × Rm,min) M5 14,2 3 830 4 400 4 540 5 960 6 530 7 240 M6 20,1 5 430 6 230 6 430 8 440 9 250 10 250 M7 28,9 7 800 8 960 8 960 12 140 13 290 14 740 M8 36,6 9 880 11 350 11 350 15 370 16 840 18 670 M10 58,0 15 660 17 980 17 980 24 360 26 680 29 580 M12 84,3 21 080 26 130 26 130 32 030 38 780 42 990 M14 115 28 750 35 650 35 650 43 700 52 900 58 650 M16 157 39 250 43 960 48 670 59 660 72 220 80 070 M18 192 48 000 53 760 59 520 72 960 88 320 97 920 M20 245 61 250 68 600 75 950 93 100 112 700 124 900 M22 303 – 84 840 93 930 115 100 139 400 154 500 M24 353 – 98 840 109 400 134 100 162 400 180 000 M27 459 – 128 500 142 300 174 400 211 100 234 100 M30 561 – 157 100 173 900 213 200 258 100 286 100 M33 694 – 194 300 215 100 263 700 319 200 353 900 M36 817 – 228 800 253 300 310 500 375 800 416 700 M39 976 – – 302 600 370 900 449 000 497 800 4.3 Property class (bolting assemblies) 4.3.1 General Property class expresses in a concise way a set of mechanical characteristics of the components. It is relevant for the ability of components to be matched together in order to obtain the declared performances of the bolting assemblies. The tensile resistance specified in Table 1, Table 2 and Table 3 shall apply to any bolt/nut combination as specified in Table 4. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 12 Table 4 — Appropriate combinations of bolts and nuts with regard to property classes Bolting assemblies made of carbon steel or alloy steel intended to be used in accordance with EN 1090–2 or EN 1090–3 Bolts Nuts Property class Property class 4.6 5, 6 or 8 4.8 5.6 5, 6 or 8 5.8 6.8 6 or 8 8.8 8 or 10 10.9 10 or 12 Bolting assemblies made of stainless steel intended to be used in accordance with EN 1090–2 or EN 1090–3 Grade Bolts Nuts Property class Property class A2, A3, A4 or A5 50 50, 70 or 80 70 70 or 80 80 80 Bolting assemblies made of aluminium or aluminium alloy intended to be used in accordance with EN 1090–3 only Bolts Nuts Grade Grade AL1 to AL4 AL1 to AL6 AL5 AL3 to AL6 AL6 AL4 to AL6 Nuts of higher property class may replace nuts of lower property class. 4.3.2 Elongation under tensile load (bolts) Bolts shall be assessed in accordance with 5.3.2. The results for elongation shall meet the requirements specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 for the relevant property class or material grade. 4.3.3 Tensile strength (bolts) Bolts shall be assessed in accordance with 5.3.3. The results for tensile strength shall meet the requirements specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 for the relevant property class or material grade. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 13 4.3.4 Strength under wedge loading (bolts) Bolts shall be assessed in accordance with 5.3.4. The results for strength under wedge loading shall meet the requirements specified in EN ISO 898-1 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium, aluminium alloy or stainless steel. 4.3.5 Tensile yield strength (bolts) Bolts shall be assessed in accordance with 5.3.5. The results for tensile yield strength shall meet the requirements specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 for the relevant property class or material grade. 4.3.6 Proof load (nuts and bolts) Bolts and nuts shall be assessed in accordance with 5.3.6. The results shall for proof load meet the requirements specified in EN ISO 898-1, EN ISO 898-2, EN ISO 3506-1 or EN ISO 3506-2 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy. 4.3.7 Impact strength (bolts) Bolts shall be assessed in accordance with 5.3.7. The results for impact strength shall meet the requirements specified in Table 5 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy. Table 5 — Minimum impact strength of bolts Characteristic Property class carbon steel and alloy steel stainless steel 4.6, 5.6, 8.8, 10.9 4.8, 5.8, 6.8 50, 70, 80 Impact strength KV,min at
« t r °Ca 27 J – 27 J Impact strength KV,min at +20 °Ca – 27 J – a Impact strength may be tested at lower temperature, in this case the minimum impact strength value shall be KV = 27 J. 4.3.8 Hardness (bolts and nuts) Bolts and nuts shall be assessed in accordance with 5.3.8. The results for hardness shall meet the requirements specified in EN ISO 898-1 or EN ISO 898-2 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium, aluminium alloy or stainless steel. 4.4 Product grade (bolts and nuts) 4.4.1 General Product grade covers tolerances on dimensions and shape for bolts and nuts. It is relevant for the ability of components to be matched together in order to provide the declared performances of the bolting assemblies. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 14 The tolerances on dimensions and shape shall meet the requirements specified in EN ISO 4759-1. Bolts of product grade A, B or C can be combined with nuts of any product grade A, B or C. 4.4.2 Shank diameter Bolts shall be assessed in accordance with 5.4.2. 4.4.3 Thread tolerance Bolts and nuts shall be assessed in accordance with 5.4.2. The thread tolerance classes for mated bolts and nuts shall be in accordance with ISO 965-1, ISO 965-2, ISO 965-3, ISO 965-4 or ISO 965-5 as appropriate for product grade and/or coating, to ensure that the requirements for tensile resistance of the bolting assemblies specified in 4.2.2 are met. 5 Testing and assessment methods 5.1 General The geometry of test specimens, test apparatus, testing procedure and evaluation of test results are specified in supporting standards for each component of the bolting assembly and for their combinations as bolting assemblies. 5.2 Type (bolting assemblies) - Axial load (bolting assemblies) Suitability for axial loading of bolting assemblies shall be carried out in accordance with the tensile test of bolting assemblies specified in EN 15048-2. 5.3 Property class (bolting assemblies) 5.3.1 General The applicability of each test procedure is specified in EN ISO 898-1, EN ISO 898-2, EN ISO 3506-1, EN ISO 3506-2 and EN 28839 depending on the size of the components. Even if a single property is not listed in the following clauses or cannot be tested due to its size, all the requirements apply and can be demonstrated by means of the internal production control for comparable manufacturing lots. 5.3.2 Elongation under tensile load (bolts) Tensile testing shall be carried out in accordance with EN ISO 898-1, EN ISO 3506-1 or EN 28839 as relevant. 5.3.3 Tensile strength (bolts) Tensile testing shall be carried out in accordance with EN ISO 898-1, EN ISO 3506-1 or EN 28839 as relevant. 5.3.4 Strength under wedge loading (bolts) Tensile test under wedge loading shall be carried out in accordance with EN ISO 898-1. NOTE There is no requirement for bolting assemblies manufactured from aluminium, aluminium alloy or stainless steel. 5.3.5 Tensile yield strength (bolts) Tensile testing shall be carried out in accordance with EN ISO 898-1, ISO 3506-1 or EN 28839 as relevant. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 15 5.3.6 Proof load (nuts and bolts) Proof load testing of bolts shall be carried out in accordance with EN ISO 898-1 or EN ISO 3506-1. Proof load testing of nuts shall be carried out in accordance with EN ISO 898-2 or EN ISO 3506-2. NOTE There is no requirement for bolting assemblies manufactured from aluminium, aluminium alloy or stainless steel. 5.3.7 Impact strength (bolts) Impact testing shall be carried out in accordance with EN ISO 898-1. NOTE There is no requirement for bolting assemblies manufactured from aluminium, aluminium alloy or stainless steel. 5.3.8 Hardness (bolts and nuts) Hardness testing of bolts shall be carried out in accordance with EN ISO 898-1. Hardness testing of nuts shall be carried out in accordance with EN ISO 898-2. NOTE There is no requirement for bolting assemblies manufactured from aluminium, aluminium alloy or stainless steel. 5.4 Product grade (bolts and nuts) 5.4.1 General Each individual characteristic covered by product grade needs to be checked by means of appropriate measuring or gauging as relevant. 5.4.2 Bolts and nuts Assessment shall be carried out in accordance with EN ISO 4759-1 before any coating of the components; the thread shall also be checked after any coating. The tolerances of the components shall be checked by appropriate gauges or measuring equipment of the required accuracy as specified in Table 6 and Table 7. SIST EN 15048-1:2016
EN 15048-1:2016 (E) 16 Table 6 — Bolts Critical dimensiona Accuracy Method Width across flats (s) or head diameter (dk)
¶ 0,05 mm Measurement Width across corners (e)
¶ 0,05 mm Measurement Head height (k)
¶ 0,05 mm Measurement Shank diameter (ds)
¶ 0,05 mm Measurement Length (l)
¶ 0,1 mm Measurement Shank length (ls)
¶ 0,1 mm Measurement Grip length (lg)
¶ 0,1 mm Measurement Thread dimensions –b Gauge Head angle (of countersunk bolts) ()
¶ 0,5° Measurement a Symbols and descriptions of dimensions as defined in EN ISO 225. b The use of GO/NO-GO gauges does not permit the specification of a value of accuracy. Table 7 — Nuts Critical dimensiona Accuracy (mm) Method Width across flats (s)
¶ 0,05 Measurement Width across corners (e)
¶ 0,05 Measurement Nut height (m)
¶ 0,05 Measurement Thread dimensions –b Gauge a Symbols and descriptions of dimensions as defined in EN ISO 225. b The use of GO/NO-GO gauges does not permit the specification of a value of accuracy. 6 Assessment and Verification of Constancy of Performance (AVCP) 6.1 General The compliance of structural bolting assemblies with the requirements of this standard and with the performances declared by the manufacturer in the Declaration of Performance (DoP) sh
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Garnituren für nicht vorgespannte Schraubverbindungen im Metallbau - Teil 1: Allgemeine AnforderungenBoulonnerie de construction métallique non précontrainte - Partie 1: Exigences généralesNon-preloaded structural bolting assemblies - Part 1: General requirements21.060.10Sorniki, vijaki, stebelni vijakiBolts, screws, studsICS:Ta slovenski standard je istoveten z:FprEN 15048-1 revkSIST FprEN 15048-1:2014en,fr,de01-november-2014kSIST FprEN 15048-1:2014SLOVENSKI
STANDARD
kSIST FprEN 15048-1:2014
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
FprEN 15048-1
September 2014 ICS 21.060.01 Will supersede EN 15048-1:2007English Version
Non-preloaded structural bolting assemblies - Part 1: General requirements
Boulonnerie de construction métallique non précontrainte - Partie 1: Exigences générales
Garnituren für nicht vorgespannte Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen This draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee CEN/TC 185.
If this draft becomes a European Standard, 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.
This draft European Standard was established by CEN 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 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, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. FprEN 15048-1:2014 EkSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 2 Contents Page Foreword .3 Introduction .4 1 Scope .5 2 Normative references .5 3 Terms and definitions .6 4 Product characteristics .7 4.1 General .7 4.2 Type (bolting assemblies) .7 4.3 Property class (bolting assemblies) . 10 4.4 Product grade (bolts and nuts) . 12 5 Testing and assessment methods . 13 5.1 General . 13 5.2 Type (bolting assemblies) . 13 5.3 Property class (bolting assemblies) . 13 5.4 Product grade (bolts and nuts) . 14 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 addressing the provisions
of the EU Construction Products Regulation . 23 ZA.1 Scope and relevant characteristics . 23 ZA.2 Procedure for AVCP of Non-preloaded structural bolting assemblies . 23 ZA.3 CE marking and labelling . 27 Bibliography . 29
kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 3 Foreword This document (FprEN 15048-1:2014) has been prepared by Technical Committee CEN/TC 185 "Fasteners", the secretariat of which is held by DIN. This document is currently submitted to the Unique Acceptance Procedure. 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. For relationship with Regulation (EU) No 305/2011 see informative Annex ZA, which is an integral part of this document. NOTE Due to fact that the Framework Partnership Agreement between the Commission and CEN & CENELEC is not signed yet, there are currently no New Approach Consultants in place for 2014. Therefore the provisions of CEN-CENELEC Guide 15 cannot be met. This shall not prevent the processing of draft standards nor the offering of harmonized standards to the Commission. In particular, draft standards can be sent to vote without Consultant assessment. This note will be removed from the Foreword of the finalized publication.
This document will supersede EN 15048-1:2007. 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. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 4 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 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. They 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 assemblies specified in EN 15048-2 is a mean to check whether the function of the assembly is fulfilled. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 5 1 Scope This part of this European Standard specifies the general requirements for bolting 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 metallic 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 and alloy 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 and 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 steel: 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 pitch 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. WARNING — 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 may be subjected to limitations of use. NOTE 2 High-strength structural bolting assemblies for preloading which meet the requirements of EN 14399–1 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 aluminium or aluminium alloys are not designed to be used in steel structures, see EN 1090–2. 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, 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 structures and aluminium structures — Part 2: Technical requirements for steel structures EN 15048-2, Non-preloaded structural bolting assemblies — Part 2: Suitability test kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 6 EN 28839, Mechanical properties of fasteners — Bolts, screws, studs and nuts made of non-ferrous 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 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, screws 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 galvanized 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, ISO 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 position 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 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 (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 treatment, coating and/or lubrication process, if any Note 1 to entry: Same process means: — for a continuous process, the same treatment cycle without any setting modification; kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 7 — 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 processing 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 manufacturing 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 to 4.5 are assessed through the verification of the properties 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 ability 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 (bolting 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 Tables 1 to 3. The values correspond to the minimum tensile strength Rm,min for 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. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 8 Table 1 — Tensile resistance of bolt/nut assemblies made of carbon steel and alloy steel Structure Thread Nominal stress area As,nom mm2 Property class of the bolt 4.6 4.8 5.6 5.8 6.8 8.8 10.9 Minimum tensile resistance Fub,min, N (As,nom × Rm,min) For aluminium structures only M5a 14,2 5 680 5 960 7 100 7 380 8 520 11 350 14 800 M6a 20,1 8 040 8 440 10 000 10 400 12 100 16 100 20 900 M7a 28,9 11 600 12 100 14 400 15 000 17 300 23 100 30 100 M8a 36,6 14 600 15 400 18 300 19 000 22 000 29 200 38 100 M10a 58,0 23 200 24 400 29 000 30 200 34 800 46 400 60 300 For steel and aluminium structures M12b 84,3 33 700 35 400 42 200 43 800 50 600 70 000 87 700 M14b 115 46 000 48 300 57 500 59 800 69 000 95 500 120 000 M16b 157 62 800 65 900 78 500 81 600 94 000 130 000 163 000 M18b 192 76 800 80 600 96 000 99 800 115 000 159 000 200 000 M20b 245 98 000 103 000 122 000 127 000 147 000 203 000 255 000 M22b 303 121 000 127 000 152 000 158 000 182 000 252 000 315 000 M24b 353 141 000 148 000 176 000 184 000 212 000 293 000 367 000 M27b 459 184 000 193 000 230 000 239 000 275 000 381 000 477 000 M30b 561 224 000 236 000 280 000 292 000 337 000 466 000 583 000 M33b 694 278 000 292 000 347 000 361 000 416 000 576 000 722 000 M36b 817 327 000 343 000 408 000 425 000 490 000 678 000 850 000 M39b 976 390 000 410 000 488 000 508 000 586 000 810 000 1 020 000 a Hot dip galvanized coating cannot be used for bolting assemblies below M12, see EN ISO 10684. b To achieve full tensile resistance, hot dip galvanized bolting assemblies can require special measures, see EN ISO 10684:2004, Annex F. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 9 Table 2 — Tensile resistance of bolt/nut assemblies made of stainless steel Thread Nominal stress area As,nom mm2 Property class of the bolt 50 70 80 Minimum tensile resistance Fub,min, N (As,nom × Rm,min) M5 14,2 7 100 9 900 11 400 M6 20,1 10 000 14 100 16 100 M7 28,9 14 400 20 200 23 100 M8 36,6 18 300 25 600 29 300 M10 58,0 29 000 40 600 46 400 M12 84,3 42 200 59 000 67 400 M14 115 57 500 80 500 92 000 M16 157 78 500 110 000 126 000 M18 192 96 000 134 000 154 000 M20 245 122 000 172 000 196 000 M22 303 152 000 212 000 242 000 M24 353 176 000 247 000 282 000 M27 459 230 000 321 000a 367 000a M30 561 280 000 393 000a 449 000a M33 694 347 000 486 000a 555 000a M36 817 408 000 572 000a 654 000a M39 976 488 000 683 000a 781 000a a These sizes might not be available as bolt and nut assemblies, so studs or stud bolts with nuts may be used. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 10 Table 3 — Tensile resistance of bolt/nut assemblies made of aluminium or aluminium alloy Thread Nominal stress area As,nom mm2 Property class of the bolt AL1 AL2 AL3 AL4 AL5 AL6 Minimum tensile resistance Fub,min, N (As,nom × Rm,min) M5 14,2 3 830 4 400 4 540 5 960 6 530 7 240 M6 20,1 5 430 6 230 6 430 8 440 9 250 10 250 M7 28,9 7 800 8 960 8 960 12 140 13 290 14 740 M8 36,6 9 880 11 350 11 350 15 370 16 840 18 670 M10 58,0 15 660 17 980 17 980 24 360 26 680 29 580 M12 84,3 21 080 26 130 26 130 32 030 38 780 42 990 M14 115 28 750 35 650 35 650 43 700 52 900 58 650 M16 157 39 250 43 960 48 670 59 660 72 220 80 070 M18 192 48 000 53 760 59 520 72 960 88 320 97 920 M20 245 61 250 68 600 75 950 93 100 112 700 124 900 M22 303 – 84 840 93 930 115 100 139 400 154 500 M24 353 – 98 840 109 400 134 100 162 400 180 000 M27 459 – 128 500 142 300 174 400 211 100 234 100 M30 561 – 157 100 173 900 213 200 258 100 286 100 M33 694 – 194 300 215 100 263 700 319 200 353 900 M36 817 – 228 800 253 300 310 500 375 800 416 700 M39 976 – – 302 600 370 900 449 000 497 800 4.3 Property class (bolting assemblies) 4.3.1 General Property class expresses in a concise way a set of mechanical characteristics of the components. It is relevant for the ability of components to be matched together in order to obtain the declared performances of the bolting assemblies. The tensile resistance specified in Table 1, Table 2 and Table 3 shall apply to any bolt/nut combination as specified in Table 4. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 11 Table 4 — Appropriate combinations of bolts and nuts with regard to property classes Bolting assemblies made of carbon steel or alloy steel intended to be used in accordance with EN 1090–2 or EN 1090–3 Bolts Nuts Property class Property class 4.6 5, 6 or 8 4.8 5.6 5, 6 or 8 5.8 6.8 6 or 8 8.8 8 or 10 10.9 10 or 12 Bolting assemblies made of stainless steel intended to be used in accordance with EN 1090–2 or EN 1090–3 Grade Bolts Nuts Property class Property class A2, A3, A4 or A5 50 50, 70 or 80 70 70 or 80 80 80 Bolting assemblies made of aluminium or aluminium alloy intended to be used in accordance with EN 1090–3 only Bolts Nuts Grade Grade AL1 to AL4 AL1 to AL6 AL5 AL3 to AL6 AL6 AL4 to AL6 Nuts of higher property class may replace nuts of lower property class. 4.3.2 Elongation under tensile load (bolts) Bolts shall be assessed in accordance with 5.3.2. The results for elongation shall meet the requirements specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 for the relevant property class or material grade. 4.3.3 Tensile strength (bolts) Bolts shall be assessed in accordance with 5.3.3. The results for tensile strength shall meet the requirements specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 for the relevant property class or material grade. 4.3.4 Strength under wedge loading (bolts) Bolts shall be assessed in accordance with 5.3.4. The results for strength under wedge loading shall meet the requirements specified in EN ISO 898-1 for the relevant property class. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 12 NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy nor stainless steel. 4.3.5 Tensile yield strength (bolts) Bolts shall be assessed in accordance with 5.3.5. The results for tensile yield strength shall meet the requirements specified in EN ISO 898-1, EN ISO 3506-1 or EN 28839 for the relevant property class or material grade. 4.3.6 Proof load (nuts, bolts) Bolts and nuts shall be assessed in accordance with 5.3.6. The results shall for proof load meet the requirements specified in EN ISO 898-1, EN ISO 898-2, EN ISO 3506-1 or EN ISO 3506-2 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy. 4.3.7 Impact strength (bolts) Bolts shall be assessed in accordance with 5.3.7. The results for impact strength shall meet the requirements specified in Table 5 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy. Table 5 — Minimum impact strength of bolts Characteristic Property class carbon steel and alloy steel stainless steel 4.6, 5.6, 8.8, 10.9 4.8, 5.8, 6.8 50, 70, 80 Impact strength KV,min at −20 °Ca 27 J – 27 J Impact strength KV,min at +20 °Ca – 27 J – a Impact strength may be tested at lower temperature, in this case the minimum impact strength value shall be KV = 27 J. 4.3.8 Hardness (bolts and nuts) Bolts and nuts shall be assessed in accordance with 5.3.8. The results for hardness shall meet the requirements specified EN ISO 898-1 or EN ISO 898-2 for the relevant property class. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy nor stainless steel. 4.4 Product grade (bolts and nuts) 4.4.1 General Product grade covers tolerances on dimensions and shape for bolts and nuts. It is relevant for the ability of components to be matched together in order to provide the declared performances of the bolting assemblies. The tolerances on dimensions and shape shall meet the requirements specified in EN ISO 4759-1. Bolts of product grade A, B or C can be combined with nuts of any product grade A, B or C. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 13 4.4.2 Shank diameter Bolts shall be assessed in accordance with 5.4.1. 4.4.3 Thread tolerance Bolts and nuts shall be assessed in accordance with 5.4.2. The thread tolerance classes for mated bolts and nuts shall be in accordance with ISO 965-1, ISO 965-2, ISO 965-3, ISO 965-4 or ISO 965-5 as appropriate for product grade and/or coating, to ensure that the requirements for tensile resistance of the bolting assemblies specified in 4.2.2 are met. 5 Testing and assessment methods 5.1 General The geometry of test specimens, test apparatus, testing procedure and evaluation of test results are specified in supporting standards for each component of the bolting assembly and for their combinations as bolting assemblies. 5.2 Type (bolting assemblies) - Axial load (bolting assemblies) Suitability for axial loading of bolting assemblies shall be carried out in accordance with the tensile test of bolting assemblies specified in EN 15048-2. 5.3 Property class (bolting assemblies) 5.3.1 General The applicability of each test procedure is specified in EN ISO 898-1, EN ISO 898-2, EN ISO 3506-1, EN ISO 3506-2 and EN 28839 depending on the size of the components. Even if a single property is not listed in the following clauses or cannot be tested due to its size, all the requirements apply and may be demonstrated by means of the internal production control for comparable manufacturing lots. 5.3.2 Elongation under tensile load (bolts) Tensile testing shall be carried out in accordance with EN ISO 898-1 or EN ISO 3506-1 or EN 28839 as relevant. 5.3.3 Tensile strength (bolts) Tensile testing shall be carried out in accordance with EN ISO 898-1 or EN ISO 3506-1 or EN 28839 as relevant. 5.3.4 Strength under wedge loading (bolts) Tensile test under wedge loading shall be carried out in accordance with EN ISO 898-1. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy nor stainless steel. 5.3.5 Tensile yield strength (bolts) Tensile testing shall be carried out in accordance with EN ISO 898-1 or ISO 3506-1 or EN 28839 as relevant. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 14 5.3.6 Proof load (nuts and bolts) Proof load testing of bolts shall be carried out in accordance with EN ISO 898-1 or EN ISO 3506-1. Proof load testing of nuts shall be carried out in accordance with EN ISO 898-2 or EN ISO 3506-2. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy. 5.3.7 Impact strength (bolts) Impact testing shall be carried out in accordance with EN ISO 898-1. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy. 5.3.8 Hardness (bolts and nuts) Hardness testing of bolts shall be carried out in accordance with EN ISO 898-1. Hardness testing of nuts shall be carried out in accordance with EN ISO 898-2. NOTE There is no requirement for bolting assemblies manufactured from aluminium or aluminium alloy nor stainless steel. 5.4 Product grade (bolts and nuts) 5.4.1 General Each individual characteristic covered by product grade needs to be checked by means of appropriate measuring or gauging as relevant. 5.4.2 Bolt and nut Assessment shall be carried out in accordance with EN ISO 4759-1 before any coating of the components; the thread shall also be checked after any coating. The tolerances of the components shall be checked by standard gauges or measuring equipment of the required accuracy as specified in Table 6 and Table 7. kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 15 Table 6 — Bolts Critical dimensiona Accuracy Method Width across flats (s) or head diameter (dk) ≤ 0,05 mm Measurement Width across corners (e) ≤ 0,05 mm Measurement Head height (k) ≤ 0,05 mm Measurement Shank diameter (ds) ≤ 0,05 mm Measurement Nominal length (l) ≤ 0,1 mm Measurement Shank length (ls) ≤ 0,1 mm Measurement Grip length (lg) ≤ 0,1 mm Measurement Thread dimensions –b Gauge Head angle (of countersunk bolts) (.) ≤ 0,5° Measurement a Symbols and descriptions of dimensions as defined in EN ISO 225. b The use of GO/NO-GO gauges does not permit the specification of a value of accuracy. Table 7 — Nuts Critical dimensiona Accuracy (mm) Method Width across flats (s) ≤ 0,05 Measurement Width across corners (e) ≤ 0,05 Measurement Nut height (m) ≤ 0,05 Measurement Thread dimensions –b Gauge a Symbols and descriptions of dimensions as defined in EN ISO 225. b The use of GO/NO-GO gauges does not permit the specification of a value of accuracy. 6 Assessment and Verification of Constancy of Performance (AVCP) 6.1 General The compliance of structural bolting assemblies with the requirements of this standard and with the performances declared by the manufacturer in the Declaration of Performance (DoP) shall be demonstrated by: — determination of the product type (type testing); — factory production control by the manufacturer, including product assessment. The manufacturer shall always retain the overall control and shall have the necessary means to take responsibility for the conformity of the product with its declared performance(s). kSIST FprEN 15048-1:2014
FprEN 15048-1:2014 (E) 16 6.2 Type testing 6.2.1 General All performances related to characteristics included in this standard shall be determined when the manufacturer intends to declare the respective performances unless the standard gives provisions for declaring them without performing tests (e.g. use of previously existing data, classification without further testing and conventionally accepted performance). Assessment previously performed in accordance with the provisions of this standard, may be taken into account provided that t
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