DIN EN 1992-3-2011 Eurocode 2 Design of concrete structures - Part 3 Liquid retaining and containment structures German version EN 1992-3 2006《欧洲规范2 混凝土结构设计 第3部分 液体存贮和贮藏结构 德文版本EN 1.pdf

《DIN EN 1992-3-2011 Eurocode 2 Design of concrete structures - Part 3 Liquid retaining and containment structures German version EN 1992-3 2006《欧洲规范2 混凝土结构设计 第3部分 液体存贮和贮藏结构 德文版本EN 1.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1992-3-2011 Eurocode 2 Design of concrete structures - Part 3 Liquid retaining and containment structures German version EN 1992-3 2006《欧洲规范2 混凝土结构设计 第3部分 液体存贮和贮藏结构 德文版本EN 1.pdf（27页珍藏版）》请在麦多课文档分享上搜索。

1、January 2011 Translation by DIN-Sprachendienst.English price group 14No 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).IC

2、S 91.010.30; 91.080.40!$m3V“1741651www.din.deDDIN EN 1992-3Eurocode 2: Design of concrete structures Part 3: Liquid retaining and containment structuresEnglish translation of DIN EN 1992-3:2011-01Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken Teil 3: Silos und Behlte

3、rbauwerke aus BetonEnglische bersetzung von DIN EN 1992-3:2011-01Eurocode 2: Calcul des structures en bton Partie 3: Silos et rservoirsTraduction anglaise de DIN EN 1992-3:2011-01Supersedes DIN EN 1992-3:2006-11;together with DIN EN 1992-1-1:2011-01, DIN EN 1992-1-1/NA:2011-01 and DIN EN 1992-3/NA:2

4、011-01supersedes DIN 1045-1:2008-08Supersedes: see belowwww.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 27 pages02.12 DIN EN 1992-3:2011-01 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Te

5、chnical Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-07-01 AA Bemessung und Konstruktion (Sp CEN/

6、TC 250/SC 2). EN 1992-3 was approved by CEN on 24 November 2005. This European Standard 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, re

7、ference is made to compulsory transitional periods for the introduction of the Eurocodes in the 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

8、 that some of the elements of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifying any or all such patent rights. A corrigendum to EN 1992-3:2006 was discussed in the plenary meeting of CEN/TC 250/SC2 in October 2011. It was intended to subm

9、it the corrigendum to CCMC before the end of 2010 and to publish it officially in the course of 2011. However, the responsible mirror committee decided to already incorporate the necessary corrections identified in October 2010 into the present version in order to be able to provide users of this st

10、andard with an updated and correct national version as quickly as possible. The relevant text passages are linked to explanatory national footnotes. Amendments This standard differs from DIN V ENV 1992-4:2000-12 as follows: a) The comments received from the national standards bodies have been taken

11、into account and the text of the standard has been completely revised; b) the number of the standard has been changed; c) the prestandard status has been changed to that of a full standard; d) in the German version of this standard, the terminology of DIN 1045-1 has been largely adopted. Compared wi

12、th DIN EN 1992-3:2006-11 and DIN 1045-1:2008-08, the following corrections have been made: a) a European design concept has been adopted; b) the supersedure notes have been corrected; c) the standard has been editorially revised; d) the pending corrigendum has been incorporated. DIN EN 1992-3:2011-0

13、1 3 Previous editions DIN 1045: 1925-09, 1932-04, 1937-05, 1943xxx, 1959-11, 1972-01, 1978-12, 1988-07 DIN 1045-1: 2001-07, 2008-08 DIN 1045-1 Berichtigung 1: 2002-07 DIN 1045-1 Berichtigung 2: 2005-06 DIN 1046: 1925-09, 1932-04, 1935-12, 1943x DIN 1047: 1925-09, 1932-04, 1937-05, 1943x DIN 4028: 19

14、38-10 DIN 4030: 1954-09 DIN 4163: 1951-02 DIN 4219-2: 1979-12 DIN 4225: 1943, 1951xx-02, 1960-07 DIN 4227-1: 1953x-10, 1979-12, 1988-07 DIN 4227-1/A1: 1995-12 DIN 4227-2: 1984-05 DIN V 4227-4: 1985-12 DIN 4227-4: 1986-02 DIN 4229: 1950-07 DIN 4233: 1951-03, 1953x-12 DIN 4420: 1952x-01 DIN V ENV 1992

15、-4: 2000-12 DIN EN 1992-3: 2006-11 DIN EN 1992-3:2011-01 4 This page is intentionally blank EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1992-3June 2006ICS 91.010.30; 91.080.40 Supersedes ENV 1992-4:1998 English VersionEurocode 2 - Design of concrete structures - Part 3: Liquidretaining and con

16、tainment structuresEurocode 2 - Calcul des structures en bton - Partie 3:Silos et rservoirsEurocode 2 - Bemessung und Konstruktion von Stahlbeton-und Spannbetontragwerken - Teil 3: Sttz- undBehlterbauwerke aus BetonThis European Standard was approved by CEN on 24 November 2005.CEN members are bound

17、to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Centra

18、l Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the

19、officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Sp

20、ain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT 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 Mem

21、bers.Ref. No. EN 1992-3:2006: EEN 1992-3:2006 (E) 2 Contents Page Section 1 General 5 Section 2 Basis of design.6 Section 3 Materials7 Section 4 Durability and cover to reinforcement .8 Section 5 Structural analysis .8 Section 6 Ultimate limit states .9 Section 7 Serviceability limit states 10 Secti

22、on 8 Detailing provisions.14 Section 9 Detailing of members and particular rules 15 Annex K (informative) Effect of temperature on the properties of concrete.16 Annex L (informative) Calculation of strains and stresses in concrete sections subjected to restrained imposed deformations18 Annex M (info

23、rmative) Calculation of crack widths due to restraint of imposed deformations .21 Annex N (informative) Provision of movement joints23 DIN EN 1992-3:2011-013 Foreword This European Standard (EN 1992-3:2006) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes“, the secretariat o

24、f 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 December 2006, and conflicting national standards shall be withdrawn at the latest by March 2010. This Eurocode supersedes E

25、NV 1992-4. CEN/TC 250 is responsible for all Structural Eurocodes. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, Fr

26、ance, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Background of the Eurocode programme See EN 1992-1-1. Eurocode programme See EN 1992-1

27、-1. Status and Field of application of Eurocodes See EN 1992-1-1. National Standards implementing Eurcodes See EN 1992-1-1. Links between Eurocodes and harmonized technical specifications (ENs and ETAs) for products See EN 1992-1-1. Additional information specific to EN 1992-3 and link to EN 1992-1-

28、1 The scope of Eurocode 2 is defined in 1.1.1 of EN 1992-1-1 and the scope of this Part of Eurocode 2 is defined in 1.1.2. Other Additional Parts of Eurocode 2 which are planned are indicated in 1.1.3 of EN 1992-1-1; these will cover additional technologies or applications, and will complement and s

29、upplement this Part. It has been necessary to introduce into EN 1992-3 a few clauses which are not specific to liquid retaining or containment structures and which strictly belong to Part 1-1. These are deemed valid interpretations of Part 1-1 and design complying with the requirements of EN 1992-3

30、are deemed to comply with the principles of EN 1992-1-1. DIN EN 1992-3:2011-01EN 1992-3:2006 (E) 4 It should be noted that any product, such as concrete pipes, which are manufactured and used in accordance with a product standard for a watertight product, will be deemed to satisfy the requirements,

31、including detailing, of this code without further calculation. There are specific regulations for the surfaces of storage structures which are designed to contain foodstuffs or potable water. These should be referred to as necessary and their provisions are not covered in this code. In using this do

32、cument in practice, particular regard should be paid to the underlying assumptions and conditions given in 1.3 of EN 1992-1-1. The nine chapters of this document are complemented by four Informative Annexes. These Annexes have been introduced to provide general information on material and structural

33、 behaviour which may be used in the absence of information specifically related to the actual materials used or actual conditions of service. As indicated above, reference should be made to National annexes which will give details of compatible supporting standards to be used. For this Part of Euroc

34、ode 2, particular attention is drawn to EN 206-1 (Concrete - performance, production, placing and compliance criteria). For EN 1992-3, the following additional sub-clauses apply. This Part 3 of Eurocode 2 complements EN 1992-1-1 for the particular aspects of liquid retaining structures and structure

35、s for the containment of granular solids. The framework and structure of this Part 3 correspond to EN 1992-1-1. However, Part 3 contains Principles and Application Rules which are specific to liquid retaining and containment structures. Where a particular sub-clause of EN 1992-1-1 is not mentioned i

36、n this EN 1992-3, that sub-clause of EN 1992-1-1 applies as far as deemed appropriate in each case. Some Principles and Application Rules of EN 1992-1-1 are modified or replaced in this Part, in which case the modified versions supersede those in EN 1992-1-1 for the design of liquid retaining or con

37、tainment structures. Where a Principle or Application Rule in EN 1992-1-1 is modified or replaced, the new number is identified by the addition of 100 to the original number. Where a new Principle or Application Rule is added, it is identified by a number which follows the last number in the appropr

38、iate clause in EN 1992-1-1 with 100 added to it. A subject not covered by EN 1992-1-1 is introduced in this Part by a new sub-clause. The sub-clause number for this follows the most appropriate clause number in EN 1992-1-1. The numbering of equations, figures, footnotes and tables in this Part follo

39、w the same principles as the clause numbering as described above. National annex for EN 1992-3 This standard gives values with notes indicating where national choices may have to be made. Therefore the national Standard implementing EN 1992-3 should have a National annex containing all Nationally De

40、termined Parameters to be used for the design of liquid retaining and containment structures to be constructed in the relevant country. National choice is allowed in EN 1992-3 through the following clauses: 7.3.1 (111) 7.3.1 (112) 7.3.3 8.10.3.3 (102) and (103) 9.11.1 (102) DIN EN 1992-3:2011-01EN 1

41、992-3:2006 (E) N1) National footnote: Replaced by “Figures 7.103N and 7.104N”. N2) National footnote: Replaced by “8.10.1.3 (103)”. N1)N2)5 Section 1 General 1.1 Scope Replacement of clause 1.1.2 in EN 1992-1-1 by: 1.1.2 Scope of Part 3 of Eurocode 2 (101)P Part 3 of EN 1992 covers additional rules

42、to those in Part 1 for the design of structures constructed from plain or lightly reinforced concrete, reinforced concrete or prestressed concrete for the containment of liquids or granular solids. (102)P Principles and Application Rules are given in this Part for the design of those elements of str

43、ucture which directly support the stored liquids or materials (i.e. the directly loaded walls of tanks, reservoirs or silos). Other elements which support these primary elements (for example, the tower structure which supports the tank in a water tower) should be designed according to the provisions

44、 of Part 1-1. (103)P This part does not cover: Structures for the storage of materials at very low or very high temperatures Structures for the storage of hazardous materials the leakage of which could constitute a major health or safety risk. The selection and design of liners or coatings and the c

45、onsequences of the choice of these on the design of the structure. Pressurised vessels. Floating structures Large dams Gas tightness (104) This code is valid for stored materials which are permanently at a temperature between 40 C and +200 C. (105) For the selection and design of liners or coatings,

46、 reference should be made to appropriate documents. (106) It is recognised that, while this code is specifically concerned with structures for the containment of liquids and granular materials, the clauses covering design for liquid tightness may also be relevant to other types of structure where li

47、quid tightness is required. (107) In clauses relating to leakage and durability, this code mainly covers aqueous liquids. Where other liquids are stored in direct contact with structural concrete, reference should be made to specialist literature. 1.2 Normative references The following normative doc

48、uments contain provisions that, though referenced in this text, constitute provisions of this European Standard. For dated references, subsequent amendments to, or revisions of, any of these publications 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. EN 1990, Eurocode, Basis of struct