1、DEUTSCHE NORM October 2000 Welding Part 2: Not internally pressurized components English version of DIN EN 1708-2 Basic weld joint details in steel I DIN - I EN 1708-2 ICs 25.1 60.40 Schweien - Verbindungselemente beim Schweien von Stahl -Teil 2: Nicht innendruckbeanspruchte Bautei I e European Stan
2、dard EN 1708-2 : 2000 has the status of a DIN Standard. A comma is used as the decimal marker. National foreword This standard has been prepared by CEN/TC 121 Welding, SC 4 Quality management in the field of welding. The responsible German body involved in its preparation was the Normenausschuss Sch
3、weitechnik (Welding Standards Committee), Technical Committee Schweien im Anlagen-, Behalter- und Rohrleitungsbau. EN comprises 24 pages. No pari of this standard may be reproduced without the prior permission of hiDeutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany
4、, s the exclusive right of sale for German Standards (DIN-Normen). Ref. No. DIN EN 1708-2 : 2000-1 English pricegroup 13 Sales No. 1113 03.01 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1708-2 July 2000 ICs 25.160.40 English version Welding Part 2: Not internal pressurized components Basic
5、weld joint details in steel Soudage - Descriptif de base des assemblages souds en acier - Partie 2: Composants non soumis une pression interne Schweien - Verbindungselemente beim Schweien von Stahl -Teil 2: Nicht innendruckbeanspruchte Bautei I e This European Standard was approved by CEN on 2000-07
6、-30. CEN members are bound to comply with the CENKENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national stand- ards may be obtaine
7、d on application to the Central Secretariat or to any CEN member. The European Standards exist 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 Central Secretar
8、iat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, the Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, the Netherlands, Norway, Portugal, Spain, Sweden, Switzerland, and the United Kingd
9、om. CEN European Committee for Standardization Comit Europen de Normalisation Europisches Komitee fr Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels O 2000. CEN - All rights of exploitation in any form and by any means reserved worldwide for CEN national members. Ref. No. EN 1708-2
10、: 2000 E Page 2 EN 1708-2 : 2000 Contents Page Foreword . 2 1 Scope 3 2 Normative references 3 3 Requirements 3 3.1 Selection of detail 3 3.3 Typical connections . 5 . . 3.2 Joint preparation 4 4 Symbolsandabbreviations 6 Table 1 Guidelines for weld preparation on butt joints with relevant differenc
11、e of thickness . 4 Table 2 Typical joint preparation 7 Table 3 Welded plates and beams (by dynamic stress) 15 Table 4 Beam connections 19 Table 5 Hollow section connections 22 Foreword This European Standard has been prepared by Technical Committee CENlTC 121 “Welding“, the secretariat of which is h
12、eld by DS. 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 2001, and conflicting national standards shall be withdrawn at the latest by January 2001. According to the CENKENELEC Internal R
13、egulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherands, Norway, Portugal, Spain, Sweden, Switzerland and th
14、e United Kingdom. This European Standard is composed of the two f0llOWing parts: - Part 1 : Pressurized components; - Part 2: Non internal pressurized components. Page 3 EN 1708-2 : 2000 1 Scope The purpose of this European Standard is to exemplify sound and accepted welded connections applicable to
15、 welded not internal pressurized steel components. It does not promote the standardization of connections that may be regarded as mandatory or restrict development in any way. The requirements of carrying capacity, fitness for purposes, fatigue and corrosion stress are to be considered if necessary.
16、 This standard contains examples of connections welded by the following processes (process numbers according to EN IS0 4063): - Manual metal arc welding (1 11); - self-shielded tubular-cored arc welding (1 14); - Submerged arc welding (12); - MIG welding; Metal inert gas welding (131); - MAG welding
17、; Metal active gas welding (1 35) - Tubular cored metal arc welding with active gas shield (136); - Tubular cored metal arc welding with inert gas shield (137); - TIG welding; Tungsten inert gas arc welding (141) Other processes by agreement. Further requirements should be considered in accordance w
18、ith existing application standards 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. For dated references
19、, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references, the latest edition of the publication referred to applies (including amendments). EN 288-3 Specification and approval of
20、 welding procedures for metallic materials - Part 3: Welding procedures tests for the arc welding of steels Welding - Multilingual list of items for welding and related processes Welding and allied processes - Nomenclature of processes with reference numbers (IS0 4063 : 1998) Welding - Multilingual
21、terms for welded joints with illustrations Welded, brazed and soldered joints - Symbolic representation on drawings (IS0 2553 : 1992) Metal-arc welding with covered electrode, gas-shielded metal-arc welding and gas welding - Joint preparations for steel (IS0 9692 : 1992) EN 1792 EN IS0 4063 EN 12345
22、 EN 22553 EN 29692 EN IS0 9692-2 Welding and allied processes - Joint preparation - Part 2: Submerged arc welding of steels (IS0 9692-2 : 1998) 3 Requirements 3.1 Selection of detail The connections recommended are not considered to be equally suitable for all service conditions, nor is the order in
23、 which they are shown indicative of their relative characteristics. In selecting the appropriate detail to use from the several alternatives shown for each type of connection, consideration shall be given to the existing fabrication and service conditions that pertain. Page 4 EN 1708-2 : 2000 Type o
24、f load (type of action effect) members with predominantly static loads members significantly susceptible to fatigue or to risk of brittle fracture 3.2 Joint preparation 3.2.1 General The limitations quoted in weld profiles and sizes are based on commonly accepted sound practice, but they can be subj
25、ected to modifications if required by special welding techniques or design conditions. The terminology and symbolization used in this standard follow EN 1792, EN 12345 and EN 22553. Difference of Adjustment with the weld Angle of the slope Figures thickness, h, a) mm suggested not permitted 5 10 X -
26、 - la and 10 - X 20“ 5 CL 5 45“ IC and lb Id 13 X - Ib 3 - X 10“ 2 a 5 30“ b, lc and - 1 Id 3.2.2 Joint preparation geometry The recommended joint preparation geometry (e. g. included angles, root gaps, root radius and depth of root faces) are given in EN 29692 and in EN IS0 9692-2. In cases where f
27、ull penetration butt joints are indicated, it is intended that they shall be back chipped or gouged and back welded, or alternatively that the welding procedure shall be such as to ensure sound and effective root penetration. 3.2.3 Depending on the type of load (type of action effect) and the differ
28、ence of thickness, adjustment with the weld or bevelling is necessary (see Table 1 and Figure 1) when the direction of strength is perpendicular to the weld. Butt joints with significant difference of thickness Table 1 - Guidelines for weld preparation on butt joints with significant difference of t
29、hickness Key: X = permitted; - = not permitted or not necessary “) The angle of the slope depends on the actual acceptable notch case. ) In case of low loaded components a can be raised up to 45“. F F - c- *- - I Page 5 EN 1708-2 : 2000 Figure 1 - Sketches of adjustment on difference of thickness 3.
30、2.4 Weid sizes The thickness of welds (in particular of fillet welds), which are not determined by their profile, are based on the assumption that the joint need not to be stronger than the connected parts. Fillet welds for T-joints (see Figure 2) should respect the following condition (see formular
31、s l and 2): 3 rnm 2 a 5 0,7 x t2 NOTE In special cases the above limit of 0,7 x r, can be exceeded a 2 x m 4 cj E E O Cu Al a - n! x U C 3 cn 2 Page 13 EN 1708-2 : 2000 Page 14 EN 1708-2 : 2000 . %zz KWW m al Q a al m E m E U o m u) O u) c O - - d c r CI .- .- Ei 2 m o x Page 15 EN 1708-2 : 2000 - u
32、) u) u) o L c .- m E z C r U = Y n m u) o m P U al c - 2 s I c3 o) - n c al O Z c . t O .= t =a 0 .g o z u) m, Z% um o) Al 0 g4 x X X“ X“ 7 c 4 Page 16 EN 1708-2 : 2000 U m O - o m .- r r c c ci rn m % Y II hi Page 17 EN 1708-2 : 2000 X al O n c l.! E Il E I In O0 II 4% c Al Al II i.z- rN .-. .- Pag
33、e 18 EN 1708-2 : 2000 o z E E In (u X - Page 19 EN 1708-2 : 2000 o z u) C O o al E C .- - Ei Q al P O CI E m o al r d Page 20 EN 1708-2 : 2000 Page 21 EN 1708-2 : 2000 al o 3 m m I x o Page 22 EN 1708-2 : 2000 QI 1 Q I I I I 7 I N %zz uww L! if 3 m o z Page 23 EN 1708-2 : 2000 P) % E=? E a - h -0 a, 3 C c O o .- c Y - Page 24 EN 1708-2 : 2000 Y .- ir, 2
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