DIN EN 13271-2004 Timber fasteners - Characteristic load-carrying capacities and slip-moduli for connector joints German version EN 13271 2001 + AC 2003《木制紧固件 连接件滑动模数和特性承载力》.pdf
《DIN EN 13271-2004 Timber fasteners - Characteristic load-carrying capacities and slip-moduli for connector joints German version EN 13271 2001 + AC 2003《木制紧固件 连接件滑动模数和特性承载力》.pdf》由会员分享,可在线阅读,更多相关《DIN EN 13271-2004 Timber fasteners - Characteristic load-carrying capacities and slip-moduli for connector joints German version EN 13271 2001 + AC 2003《木制紧固件 连接件滑动模数和特性承载力》.pdf(15页珍藏版)》请在麦多课文档分享上搜索。
1、ICS 21.060.99; 91.080.20Timber fastenersCharacteristic load-carrying capacities and slip moduli forconnector joints(includes Corrigendum AC : 2003)English version of DIN EN 13271 : 2001 + AC : 2003Holzverbindungsmittel Charakteristische Tragfhigkeiten und Verschiebungsmoduln fr Verbindungen mitDbeln
2、 besonderer Bauart (enthlt Berichtigung AC : 2003)European Standard EN 13271 : 2001 + Corrigendum AC : 2003 has the status of aDIN Standard.A comma is used as the decimal marker.National forewordThis standard has been prepared by CEN/TC 124 Timber structures (Secretariat: Denmark).The responsible Ge
3、rman body involved in its preparation was the Normenausschuss Bauwesen (Building andCivil Engineering Standards Committee), Technical Committee 04.01.040 Holzbau.DEUTSCHE NORM February 2004DIN EN 13271 No part of this standard may be reproduced without the prior permission ofDIN Deutsches Institut f
4、r Normung e.V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).English price group 08www.din.dewww.beuth.de9551660Continued overleaf.Document comprises 14 pages.05.04G4G15G61G22G66G5English versionICS 21.060.99; 91.080.20Timber fast
5、enersCharacteristic load-carrying capacities and slipmoduli for connector joints(includes Corrigendum AC : 2003) 2003. CEN All rights of exploitation in any form and by any meansreserved worldwide for CEN national members.Ref. No. EN 13271 : 2001 + AC : 2003 EHolzverbindungsmittel Charakteri-stische
6、 Tragfhigkeiten und Verschie-bungsmoduln fr Verbindungen mitDbeln besonderer Bauart (enthltBerichtigung AC : 2003)This European Standard was approved by CEN on 2001-10-04 and CorrigendumAC on 2003-09-23.CEN members are bound to comply with the CEN/CENELEC Internal Regulationswhich stipulate the cond
7、itions for giving this European Standard the status of anational standard without any alteration.Up-to-date lists and bibliographical references concerning such national stand-ards may be obtained on application to the Management Centre or to anyCEN member.The European Standards exist in three offic
8、ial versions (English, French, German).A version in any other language made by translation under the responsibility of aCEN member into its own language and notified to the Management Centre hasthe same status as the official versions.CEN members are the national standards bodies of Austria, Belgium
9、, the CzechRepublic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland,Ireland, Italy, Luxembourg, Malta, the Netherlands, Norway, Portugal, Slovakia,Spain, Sweden, Switzerland, and the United Kingdom.EN 13271November 2001Management Centre: rue de Stassart 36, B-1050 BrusselsEuropean Commi
10、ttee for StandardizationComit Europen de NormalisationEuropisches Komitee fr NormungElments de fixation du bois Valeurscaractristiques de capacit rsistanceet du module de glissement des assem-bleurs mcaniques du bois (corrigen-dum AC : 2003 inclus)+ ACSeptember 2003Page 2EN 13271 : 2001 + AC : 2003P
11、age233334445566677911Page 3EN 13271 : 2001 + AC : 20031 ScopeThis European Standard specifies relationships for the determination of load-carrying capacities of connector jointsin timber structures and appertaining reference conditions.It also gives recommendations for characteristic values for slip
12、 moduli for joints in solid timber (in accordance withEN 338) or glued laminated timber (in accordance with EN 1194).2 Normative referencesThis European Standard incorporates by dated or undated reference, provisions from other publications. Thesenormative references are cited at the appropriate pla
13、ces in the text, and the publications are listed hereafter. Fordated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision. For undated references the latest edition of thepublication referr
14、ed to applies (including amendments).EN 338, Structural timber Strength classes.EN 912, Timber fasteners Specifications for connectors for timber.EN 1194, Timber structures Glued laminated timber Strength classes and determination ofcharacteristic values.EN 26891, Timber structures Joints made with
15、mechanical fasteners General principles for thedetermination of strength and deformation characteristics (ISO 6891:1983).ENV 1995-1-1, Eurocode 5: Design of timber structures Part 1-1: General rules and rules forbuildings.3 Terms and definitionsFor the purposes of this European Standard the followin
16、g term and definition apply.3.1connector unit- one ring connector with its bolt in single shear in a timber-to-timber joint, or- two plate connectors used back-to-back with the bolt in single shear in a timber-to-timber joint, or- one double-sided toothed-plate connector or two single-sided toothed-
17、plate connectors used back-to-back with the bolt in single shear in a timber-to-timber joint4 Symbols and abbreviationsRb,o,kcharacteristic load-carrying capacity of the bolt for = 0, in newtonsRb, ,kcharacteristic load-carrying capacity of the bolt for 0, in newtonsRc,kcharacteristic load-carrying
18、capacity of one toothed-plate connector, in newtonsRc,0,kcharacteristic load-carrying capacity of a ring or shear plate connector joint per connector unit for = 0, in newtonsRj,0,kcharacteristic load-carrying capacity of a toothed-plate connector joint per connector unit for = 0, innewtonsPage 4EN 1
19、3271 : 2001 + AC : 2003Rj, ,kcharacteristic load-carrying capacity of a toothed plate connector joint per connector unit for 0, innewtonsa3,tloaded end distance, in millimetresa3,cunloaded end distance, in millimetresa4edge distance (loaded or unloaded), in millimetresa4,tloaded edge distance, in mi
20、llimetresa4,cunloaded edge distance, in millimetresdbbolt diameter, in millimetresdcconnector diameter, in millimetersd1hole diameter of connector, in millimetershedepth of the connector embedment or tooth penetration depth, respectively, in millimeterst1side member thickness, in millimeterst2middle
21、 member thickness, in millimetersksercharacteristic slip modulus (mean value), in Newtons per millimeterka3modification factor a3,tktmodification factor for t1and for t2kmodification factor for kmodification factor for k angle between load and grain direction, in degreeskcharacteristic density of th
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