1、BRITISH STANDARDBS EN1992-3:2006Eurocode 2 Design of concrete structures Part 3: Liquid retaining and containment structures The European Standard EN 1992-3:2006 has the status of a British StandardICS 91.010.30; 91.080.40g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g
2、44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 1992-3:2006This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 July 2006 BSI 2006ISBN 0 580 48267 7National forewor
3、dThis British Standard is the official English language version of EN 1992-3:2006. It supersedes DD ENV 1992-4:2000 which is withdrawn.The UK participation in its preparation was entrusted by Technical Committee B/525, Building and civil engineering structures, to Subcommittee B/525/2, Structural us
4、e of concrete, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on request to its secretary.The structural Eurocodes are divided into packages by grouping Eurocodes for each of the main materials, concrete, steel, composite concrete and steel,
5、 timber, masonry and aluminium. This is to enable a common date of withdrawal (DOW) for all the relevant parts that are needed for a particular design. The conflicting national standards will be withdrawn at the end of the coexistence period, after all the EN Eurocodes of a package are available.Fol
6、lowing publication of the EN, there is a period of 2 years allowed for the national calibration period during which the national annex is issued, followed by a 3 year coexistence period. During the coexistence period Member States will be encouraged to adapt their national provisions to withdraw con
7、flicting national rules before the end of the coexistence period. The Commission in consultation with Member States is expected to agree the end of the coexistence period for each package of Eurocodes.At the end of this coexistence period, the national standards will be withdrawn.In the UK, the corr
8、esponding national standard is;BS 8007:1987 Code of practice for design of concrete structures for retaining aqueous liquids and based on this transition period, this standard will be withdrawn on a date to be announced. aid enquirers to understand the text; present to the responsible international/
9、European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international and European developments and promulgate them in the UK.Summary of pagesThis document comprises a front cover, an inside front cover, page i, a blank page, t
10、he EN title page, pages 2 to 23 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date CommentsBS EN 1992-3:2006iCross-referencesThe British Standards which implement international or European
11、publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to include all the
12、 necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations.blankEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1992-3June 2006ICS 91.010.30; 91.080.40 Supersedes ENV 1992-4:19
13、98 English VersionEurocode 2 - Design of concrete structures - Part 3: Liquidretaining and containment structuresEurocode 2 - Calcul des structures en bton - Partie 3:Silos et rservoirsEurocode 2 - Bemessung und Konstruktion von Stahlbeton-und Spannbetontragwerken - Teil 3: Sttz- undBehlterbauwerke
14、aus BetonThis European Standard was approved by CEN on 24 November 2005.CEN members are bound 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 bibliograph
15、ical references concerning such nationalstandards may be obtained on application to the Central 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 me
16、mber 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, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithu
17、ania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, 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
18、All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.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
19、 analysis .8 Section 6 Ultimate limit states .9 Section 7 Serviceability limit states 10 Section 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
20、and stresses in concrete sections subjected to restrained imposed deformations18 Annex M (informative) Calculation of crack widths due to restraint of imposed deformations .21 Annex N (informative) Provision of movement joints23 EN 1992-3:2006 (E) 3 Foreword This European Standard (EN 1992-3:2006) h
21、as been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes“, 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 December 2006, and conflicting n
22、ational standards shall be withdrawn at the latest by March 2010. This Eurocode supersedes ENV 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 thi
23、s European Standard: 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, Spain, Sweden, Switzerland and the United Kin
24、gdom. Background of the Eurocode programme See EN 1992-1-1. Eurocode programme See EN 1992-1-1. 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 p
25、roducts See EN 1992-1-1. Additional information specific to EN 1992-3 and link to EN 1992-1-1 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 1
26、992-1-1; these will cover additional technologies or applications, and will complement and supplement 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 deeme
27、d valid interpretations of Part 1-1 and design complying with the requirements of EN 1992-3 are deemed to comply with the principles of EN 1992-1-1. EN 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
28、 for a watertight product, will be deemed to satisfy the requirements, 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 necess
29、ary and their provisions are not covered in this code. In using this document 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 be
30、en introduced to provide general information on material and structural 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 detail
31、s of compatible supporting standards to be used. For this Part of Eurocode 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
32、for the particular aspects of liquid retaining structures and structures 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 stru
33、ctures. Where a particular sub-clause of EN 1992-1-1 is not mentioned in 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 s
34、upersede those in EN 1992-1-1 for the design of liquid retaining or containment 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
35、 is identified by a number which follows the last number in the appropriate 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 n
36、umbering of equations, figures, footnotes and tables in this Part follow 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 implement
37、ing EN 1992-3 should have a National annex containing all Nationally Determined 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
38、) 7.3.3 8.10.3.3 (102) and (103) 9.11.1 (102) EN 1992-3:2006 (E) 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 to those in Part 1 for the design of structures constructed from plain or
39、 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 structure which directly support the stored liquids or materials (i.e. the d
40、irectly 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 of Part 1-1. (103)P This part does not cover: Structures for the storage
41、 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 consequences of the choice of these on the design of the structure. Pressu
42、rised 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, reference should be made to appropriate documents. (106) It is recognise
43、d 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 liquid tightness is required. (107) In clauses relating to leakage and dura
44、bility, 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 documents contain provisions that, though referenced in this text, constitut
45、e 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 no
46、rmative documents indicated below. For undated references, the latest edition of the normative document referred to applies. EN 1990, Eurocode, Basis of structural design EN 1992-3:2006 (E) 6 EN 1991-1-5, Eurocode 1, Actions on structures Part 1-5: General Actions Thermal actions EN 1991-4, Eurocode
47、 1, Actions on structures Part 4: Silos and tanks EN 1992-1-1, Eurocode 2, Design of concrete structures Part 1.1: General rules and rules for buildings EN 1992-1-2, Eurocode 2, Design of concrete structures Part 1.2: General rules Structural fire design EN 1997, Eurocode 7: Geotechnical design 1.6
48、Symbols Addition after 1.6 1.7 Special symbols used in Part 3 of Eurocode 2 Latin upper case symbols Rax factor defining the degree of external axial restraint provided by elements attached to the element considered Rm factor defining the degree of moment restraint provided by elements attached to t
49、he element considered. Latin lower case symbols fctx tensile strength, however defined fckT characteristic compressive strength of the concrete modified to take account of temperature. Greek symbols av average strain in the element az actual strain at level z iz imposed intrinsic strain at level z Tr transitional thermal strain Th free thermal strain in the concrete Section 2 Basis of design 2.1 Requirements 2.1.1 Basic requirements Addition following (3): (104) The design situations to be considered should comply with EN 1990, EN 1991-4
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