DIN EN 1993-3-2-2010 Eurocode 3 Design of steel structures - Part 3-2 Towers masts and chimneys - Chimneys German version EN 1993-3-2 2006《欧洲法规3 钢结构的设计 第3-2部分 塔 桅杆和烟囱 烟囱 德文版本EN 199.pdf

《DIN EN 1993-3-2-2010 Eurocode 3 Design of steel structures - Part 3-2 Towers masts and chimneys - Chimneys German version EN 1993-3-2 2006《欧洲法规3 钢结构的设计 第3-2部分 塔 桅杆和烟囱 烟囱 德文版本EN 199.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1993-3-2-2010 Eurocode 3 Design of steel structures - Part 3-2 Towers masts and chimneys - Chimneys German version EN 1993-3-2 2006《欧洲法规3 钢结构的设计 第3-2部分 塔 桅杆和烟囱 烟囱 德文版本EN 199.pdf（32页珍藏版）》请在麦多课文档分享上搜索。

1、December 2010 Translation by DIN-Sprachendienst.English price group 15No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I

2、CS 91.010.30; 91.060.40; 91.080.10!$lhk“1736972www.din.deDDIN EN 1993-3-2Eurocode 3: Design of steel structures Part 3-2: Towers, masts and chimneys ChimneysEnglish translation of DIN EN 1993-3-2:2010-12Eurocode 3: Bemessung und Konstruktion von Stahlbauten Teil 3-2: Trme, Maste und Schornsteine Sch

3、ornsteineEnglische bersetzung von DIN EN 1993-3-2:2010-12Eurocode 3: Calcul des structures en acier Partie 3-2: Tours, mts et chemines CheminesTraduction anglaise de DIN EN 1993-3-2:2010-12SupersedesDIN EN 1993-3-2:2007-02;together with supersedesDIN V 4133:2007-07www.beuth.deDocument comprises 32 p

4、agesIn case of doubt, the German-language original shall be considered authoritative.DIN EN 1993-3-2/NA:2010-12,04.11 DIN EN 1993-3-2:2010-12 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes” (Secretari

5、at: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-11-37 AA Industrieschornsteine. EN 1993-3-2 was approved by CEN on 13 January 2006. This European Standard

6、 is part of a series of standards dealing with structural design (Eurocodes) which are intended to be used as a “package”. In Guidance Paper L on the application and use of Eurocodes, issued by the EU Commission, reference is made to transitional periods for the introduction of the Eurocodes in the

7、Member states. The transitional periods are given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with the National Annex. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. DIN and/or DKE

8、shall not be held responsible for identifying any or all such patent rights. Amendments This standard differs from DIN V ENV 1993-3-2:2002-05 and DIN V ENV 1993-3-2 Corrigendum 1:2002-11 as follows: a) the comments received from the national member bodies of CEN have been incorporated; b) the presta

9、ndard status has been changed to that of a full standard; c) the standard has been completely revised; d) DIN V ENV 1993-3-2 Corrigendum 1:2002-11 has been incorporated in the German version. Compared with DIN EN 1993-3-2:2007-02 and DIN V 4133:2007-07, the following corrections have been made: a) t

10、he standard has been based on European design rules; b) superseding notes have been corrected; c) the standard has been editorially revised. Previous editions DIN 4133: 1973-08, 1991-11 DIN V 4133: 2007-07 DIN EN 1993-3-2: 2007-02 DIN V ENV 1993-3-2: 2002-05 DIN V ENV 1993-3-2 Corrigendum 1: 2002-11

11、 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1993-3-2October 2006ICS 91.010.30; 91.060.40; 91.080.10 Supersedes ENV 1993-3-2:1997 English VersionEurocode 3 - Design of steel structures - Part 3-2: Towers,masts and chimneys - ChimneysEurocode 3 - Calcul des structures en acier - Partie 3-2:Tour

12、s, mts et chemines - CheminesEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 3-2: Trme, Maste und Schornsteine -SchornsteineThis European Standard was approved by CEN on 13 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the condit

13、ions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three offi

14、cial versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Bel

15、gium, Cyprus, 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 United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZA

16、TIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1993-3-2:2006: EContents 1 General .5 1.1 Scope5 1.2 Normativ

17、e references .6 1.3 Assumptions.6 1.4 Distinction between principles and application rules.6 1.5 Terms and definitions.6 1.6 Symbols used in Part 3.2 of Eurocode 3 9 2 Basis of design9 2.1 Requirements9 2.2 Principles of limit state design .10 2.3 Actions and environmental influences .10 2.4 Ultimat

18、e limit state verifications12 2.5 Geometrical data 12 2.6 Durability .12 3 Materials 12 3.1 General .12 3.2 Structural steels 12 3.3 Connections12 4 Durability .13 4.1 Allowance for corrosion.13 4.2 External corrosion allowance.13 4.3 Internal corrosion allowance 13 5 Structural analysis.14 5.1 Mode

19、lling of the chimney for determining action effects14 5.2 Calculation of internal stress resultants and stresses14 6 Ultimate limit states.16 6.1 General .16 6.2 Structural shells17 6.3 Safety assessment of other structural elements of the chimney .18 6.4 Joints and connections18 6.5 Welded connecti

20、ons .19 7 Serviceability limit states 19 7.1 Basis.19 7.2 Deflections .19 8 Design assisted by testing20 9 Fatigue20 9.1 General .20 9.2 Fatigue loading.21 9.3 High cycle fatigue resistances21 9.4 Safety assessment.21 9.5 Partial factors for fatigue22 DIN EN 1993-3-2:2010-12 EN 1993-3-2:2006 (E) 2 F

21、oreword .4 DIN EN 1993-3-2:2010-12 EN 1993-3-2:2006 (E) 3 Annex A normative Reliability differentiation and partial factors for actions 23 A.1 Reliability differentiation for steel chimneys.23 A.2 Partial factors for actions23 Annex B informative Aerodynamic and damping measures24 B.1 General .24 B.

22、2 Aerodynamic measures 24 B.3 Dynamic vibration absorber.25 B.4 Cables with damping devices.25 B.5 Direct damping.25 Annex C informative Fatigue resistances and quality requirements 26 C.1 General .26 C.2 Enhancement of fatigue strength for special quality requirements 26 Annex D informative Design

23、assisted by testing29 D.1 General .29 D.2 Definition of the logarithmic damping decrement .29 D.3 Procedure for measuring the logarithmic damping decrement.29 Annex E informative Execution30 E.1 General .30 E.2 Execution tolerances 30 E.3 Quality of welds and fatigue 30 Foreword This European Standa

24、rd EN 1993-3-2, Eurocode 3: Design of steel structures: Part 3-2 Towers, masts and chimneys Chimneys, has been prepared by Technical Committee CEN/TC250 Structural Eurocodes , the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes. This European Standard shall

25、 be given the status of a National Standard, either by publication of an identical text or by endorsement, at the latest by April 2007 and conflicting National Standards shall be withdrawn at latest by March 2010. This Eurocode supersedes ENV 1993-3-2. According to the CEN-CENELEC Internal Regulatio

26、ns, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,

27、 Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. National Annex for EN 1993-3-2 This standard gives alternative procedures, values and recommendations for classes with notes indicating where national choices may have to be made. Therefore the National St

28、andard implementing EN 1993-3-2 should have a National Annex containing all Nationally Determined Parameters to be used for the design of steel structures to be constructed in the relevant country. National choice is allowed in EN 1993-3-2 through paragraphs: 2.3.3.1(1) 2.3.3.5(1) 2.6(1) 4.2(1) 5.1(

29、1) 5.2.1(3) 6.1(1)P 6.2.1(6) 6.4.1(1) 6.4.2(1) 6.4.3(2) 7.2(1) 7.2(2) 9.1(3) 9.1(4) 9.5(1) A.1(1) A.2(1) (2 places) C.2(1) DIN EN 1993-3-2:2010-12 EN 1993-3-2:2006 (E) 4 1 General 1.1 Scope (1) This Part 3.2 of EN 1993 applies to the structural design of vertical steel chimneys of circular or conica

30、l section. It covers chimneys that are cantilevered, supported at intermediate levels or guyed. (2) The provisions in this Part supplement those given in Part 1.1 of EN 1993. (3) This Part 3.2 is concerned only with the requirement for resistance (strength, stability and fatigue) of steel chimneys.

31、NOTE: In this context (i.e. resistance) the term chimney refers to: a) chimney structures b) the steel cylindrical elements of towers c) the steel cylindrical shafts of guyed masts (4) For provisions concerning aspects, such as chemical attack, thermo-dynamical performance or thermal insulation see

32、EN 13084-1. For the design of liners see EN 13084-6. (5) Foundations in reinforced concrete for steel chimneys are covered in EN 1992 and EN 1997. See also 4.7 and 5.4 of EN 13084-1. (6) Wind loads are specified in EN 1991-1-4. NOTE: Procedures for the wind response of guyed chimneys are given in an

33、nex B of EN 1993-3-1. (7) This Part does not cover special provisions for seismic design, which are given in EN 1998-6. See also 5.2.4.1 of EN 13084-1. (8) Provisions for the guys and their attachments are given in EN 1993-3-1 and EN 1993-1-11. (9) For the execution of steel chimneys, reference shou

34、ld be made to EN 1090, Part 2 and EN 13084-1. NOTE: Execution is covered to the extent that is necessary to indicate the quality of the construction materials and products that should be used and the standard of workmanship on site needed to comply with the assumptions of the design rules. (10) The

35、following subjects are dealt with in EN 1993-3-2: Section 1: General Section 2: Basis of design Section 3: Materials Section 4: Durability Section 5: Structural analysis Section 6: Ultimate limit states Section 7: Serviceability limit states Section 8: Design assisted by testing Section 9: Fatigue D

36、IN EN 1993-3-2:2010-12 EN 1993-3-2:2006 (E) 5 1.2 Normative references (1) The following normative documents contain provisions which, through references in this text, constitute provisions of this European standard. For dated references, subsequent amendments to or revisions of any of these publica

37、tions do not apply. However, parties to agreements based on this European standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references the latest edition of the normative document referred to applies. E

38、N 1090 Execution of steel structures and aluminium structures EN 10025 Hot rolled products of non-alloy structural steels. Technical delivery conditions EN 10088 Stainless steels EN 13084-1 Free standing industrial chimneys Part 1 : General Requirements EN ISO 5817 Welding - Fusion-welded joints in

39、steel, nickel, titanium and their alloys (beam welding excluded) - Quality levels for imperfections 1.3 Assumptions (1) See 1.3 of EN 1993-1-1. 1.4 Distinction between principles and application rules (1) See 1.4 of EN 1993-1-1. 1.5 Terms and definitions (1) The terms and definitions that are define

40、d in EN 1990 for common use in the Structural Eurocodes apply to this Part 3.2 of EN 1993. (2) Supplementary to Part 1 of EN 1993, for the purposes of this Part 3.2, the following definitions apply. Definitions used for chimney structures are shown in Figure 1.1. 1.5.1 chimney Vertical construction

41、works or building components that conduct waste gases, or other flue gases, supply or exhaust air to the atmosphere. 1.5.2 self-supported chimney A chimney whose supporting shaft is not connected with any other construction above the base level. 1.5.3 guyed chimney A chimney whose supporting shaft i

42、s held in place by guys at one or more height levels. 1.5.4 single-wall chimney A chimney whose structural shell also conducts the flue gases. It may be fitted by thermal insulation and/or internal lining. 1.5.5 double-wall chimney A chimney consisting of an outer steel structural shell and one inne

43、r liner which carries the flue gases. DIN EN 1993-3-2:2010-12 EN 1993-3-2:2006 (E) 6 1.5.6 multi-flue chimney A group of two or more chimneys structurally interconnected or a group of two or more liners within a structural shell. 1.5.7 liner The structural element (membrane) of the lining system, co

44、ntained within the structural shell. 1.5.8 lining system Total system, if any, which separates the flue gases from the structural shell. This comprises a liner and its supports, the space between the liner and structural shell and insulation, where existing. 1.5.9 structural shell The main load-bear

45、ing steel structure of the chimney, excluding any flanges. 1.5.10 aerodynamic device A device fitted to the chimney to reduce vortex excitation without increasing the structural damping. 1.5.11 damping device A device fitted to the chimney to reduce vortex excited oscillations by increasing the stru

46、ctural damping. 1.5.12 spoiler A device attached to the surface of a chimney with the objective of reducing cross wind response. 1.5.13 helical strakes, shrouds or slats Devices fitted to the outer surface of the chimney to reduce cross wind response. 1.5.14 base plate A horizontal plate fixed to th

47、e base of a chimney. 1.5.15 anchor bolt A bolt for the connection of the chimney to the foundation. 1.5.16 stiffening rings Horizontal members to prevent ovalling and to hold the chimney shell round during fabrication and transport. Horizontal members to provide stiffeners at cut outs and openings o

48、r possibly at changes in slope of the structural shell. DIN EN 1993-3-2:2010-12 EN 1993-3-2:2006 (E) 7 1 Cravat 2 Tundish 3 Access door 4 Drain pipe 5 Base or bearing plate 6 Cope hood 7 Cap plate 8 Cope angle 9 Lateral supports 10 Mineral wool insulation 11 Liners 12 Jointing flange 13 Structural shell 14 Inlet 15 Liner base 16 Base cone 17 Compression ring 18 Base stool 19 Anchor bolts 20 Possible stiffening ring 21 Top cone 22 Helical aerodynamic stabilizers 23 Intermediate con