1、November 2014DEUTSCHE NORM 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).ICS 27.120.20!%K0Z“240
2、1355www.din.deDIN 25459Reinforced and prestressed concrete containment for nuclear power plants,English translation of DIN 25459:2014-11Sicherheitsbehlter aus Stahlbeton und Spannbeton fr Kernkraftwerke,Englische bersetzung von DIN 25459:2014-11Scellements de scurit en bton arm et en bton prcontrain
3、t pour centrales nuclaires,Traduction anglaise de DIN 25459:2014-11SupersedesDIN V 25459:1990-04www.beuth.deDocument comprises 31 pagesDDIN-Normenausschuss Materialprfung (NMP)DIN-Sprachendienst07.16 DIN 25459:2014-11 2 A comma is used as the decimal marker. Contents Page Foreword . 4 1 Scope 5 2 No
4、rmative references 5 3 Terms, definitions and symbols . 7 3.1 Terms relating to construction und function 7 3.2 Terms relating to the models 8 4 Requirements on containment vessels 11 5 Materials . 11 5.1 Concrete 11 5.2 Reinforcing steel and prestressing steel . 12 5.3 Materials for liners, penetra
5、tion liners and connectors . 12 5.3.1 General requirements 12 5.3.2 Liners and penetration liners . 13 5.3.3 Connectors . 14 6 Actions . 14 6.1 General 14 6.2 Permanent actions 14 6.3 Variable actions 14 6.4 Accidental actions 15 6.5 Actions due to various plant conditions and events . 15 7 Safety c
6、oncept . 17 7.1 General 17 7.2 Combination rules . 17 7.3 Partial safety factors und combination factors for actions 18 7.4 Ultimate limit states . 18 7.4.1 General 18 7.4.2 Requirement categories 18 7.4.3 Partial safety factors for the resistance. 20 7.4.4 Limits for strain and deformation . 21 7.5
7、 Serviceability limit states . 21 8 Procedures for structural analysis and verification . 22 8.1 General 22 8.2 Global model 22 8.2.1 Structural modelling 22 8.2.2 Analysis using the total structural model . 23 8.2.3 Analysis using the partial structural model. 23 8.2.4 Verifications 24 8.3 Local mo
8、del 25 8.3.1 Structural modelling 25 8.3.2 Structural analysis 25 8.3.3 Verifications 26 DIN 25459:2014-11 3 9 Supervision of construction and quality assurance 27 9.1 General 27 9.2 Reinforced concrete and prestressed concrete members 27 9.3 Liners, penetration liners and connectors . 28 10 Initial
9、 and in-service testing 28 10.1 General 28 10.2 Initial testing . 28 10.2.1 Initial pressure test 28 10.2.2 Initial leakage test . 28 10.3 In-service testing . 29 Annex A (informative) Additional parameters and their descriptions . 30 Bibliography . 31 DIN 25459:2014-11 4 Foreword This document has
10、been prepared by Working Committee NA 062-07-43 AA Bauteile aus Stahl- und Spannbeton in kerntechnischen Anlagen (Reinforced and prestressed concrete components in nuclear facilities) of the Normenausschuss Materialprfung (Materials Testing Standards Committee). Attention is drawn to the possibility
11、 that some of the elements of this document may be the subject of patent rights. DIN shall not be held responsible for identifying any or all such patent rights. Amendments This standard differs from DIN V 25459:1990-04 as follows: a) the text of the standard has been completely revised and modified
12、 in line with amendments to the Eurocodes; b) its status has been changed from a prestandard to a standard; c) the concept for designing liners has been expanded; d) the requirement categories have been revised; e) a table for the assignment of various requirement categories has been included. Previ
13、ous editions DIN 25459: 1985-03 DIN V 25459: 1990-04 DIN 25459:2014-11 5 1 Scope This document applies to nuclear power plants with containment vessels (inner containment) made of reinforced or prestressed concrete and fitted with a steel liner. The containment vessel constitutes the structural part
14、 of the reactor containment system. This standard deals with the design of containment vessels, including all penetrations insofar as their function needs to be taken into account to enable the consequences of accidents to be controlled. Containment vessels need to be able to withstand the structura
15、l, dynamic and thermal loads (such as forces, internal and external excess pressures and temperatures) without exceeding the leakage rate on which their design is based. This document also applies to structural elements that affect the structural stability of the containment vessel. 2 Normative refe
16、rences The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.
17、DIN 18800-1:1988-03 (withdrawn), Steel structures Part 1: Design and construction DIN 25449, Reinforced and prestressed concrete components in nuclear facilities Safety concept, actions, design and construction DIN EN 206-1:2001-07, Concrete Part 1: Specification, performance, production and conform
18、ity DIN EN 445:2008-01, Grout for prestressing tendons Test methods DIN EN 446:2008-01, Grout for prestressing tendons Grouting procedures DIN EN 447:2008-01, Grout for prestressing tendons Basic requirements DIN EN 1990:2010-12, Eurocode: Basis of structural design DIN EN 1992-1-1:2011-01, Eurocode
19、 2: Design of concrete structures Part 1-1: General rules and rules for buildings DIN EN 1992-1-1/NA:2013-04, National Annex Nationally determined parameters Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings DIN EN 1992-1-2:2010-12, Eurocode 2: Design of concr
20、ete structures Part 1-2: General rules Structural fire design DIN EN 1993-1-1:2010-12, Eurocode 3: Design of steel structures Part 1-1: General rules and rules for buildings DIN 25459:2014-11 6 DIN EN 1993-1-1/NA:2010-12, National Annex Nationally determined parameters Eurocode 3: Design of steel st
21、ructures Part 1-1: General rules and rules for buildings DIN EN 1993-1-2:2010-12, Eurocode 3: Design of steel structures Part 1-2: General rules Structural fire design DIN EN 1993-1-2/NA:2010-12, National Annex Nationally determined parameters Eurocode 3: Design of steel structures Part 1-2: General
22、 rules Structural fire design DIN EN 1993-1-4:2007-02, Eurocode 3: Design of steel structures Part 1-4: General rules Supplementary rules for stainless steels DIN EN 1993-1-4/NA:2010-12, National Annex Nationally determined parameters Eurocode 3: Design of steel structures Part 1-4: General rules Su
23、pplementary rules for stainless steels DIN EN 1993-1-5:2010-12, Eurocode 3: Design of steel structures Part 1-5: Plated structural elements DIN EN 1993-1-6:2010-12, Eurocode 3: Design of steel structures Part 1-6: Strength and stability of shell structures DIN EN 1993-1-10:2010-12, Eurocode 3: Desig
24、n of steel structures Part 1-10: Material toughness and through-thickness properties DIN EN 1994-1-1:2010-12, Eurocode 4: Design of composite steel and concrete structures Part 1-1: General rules and rules for buildings E DIN EN 10138-1:2000-10, Prestressing steels Part 1: General requirements E DIN
25、 EN 10138-3:2000-10, Prestressing steels Part 3: Strand DIN EN 13670:2011-03, Execution of concrete structures DIN EN ISO 148-1:2011-01, Metallic materials Charpy pendulum impact test Part 1: Test method DIN EN ISO 148-1 Supplement 1:2014-02, Metallic materials Charpy pendulum impact test Part 1: Te
26、st method; Supplement 1: Special test pieces DIN EN ISO 6892-1:2009-12, Metallic materials Tensile testing Part 1: Method of test at room temperature DIN SPEC 1021-4-1 (DIN CEN/TS 1992-4-1), Design of fastenings for use in concrete Part 4-1: General DIN 25459:2014-11 7 KTA 1401:2013-11, General requ
27、irements regarding quality assurance1) KTA 2201.1:2011-11, Design of nuclear power plants against seismic events Part 1: Principles1) KTA 2201.3:2013-11, Design of nuclear power plants against seismic events Part 3: Structural components1) KTA 2207:2004-11, Flood protection for nuclear power plants1
28、) KTA 3201.2:1996-06, Components of the reactor coolant pressure boundary of light water reactors Part 2: Design and analysis1)KTA 3205.1:2002-06, Component support structures with non-integral connections Part 1: Component support structures with non-integral connections for components of the react
29、or coolant pressure boundary of light water reactors1) KTA 3205.2:1990-06, Component support structures with non-integral connections Part 2: Component support structures with non-integral connections for pressure and activity retaining components in systems outside the primary circuit1) KTA 3211.2:
30、2013-11, Pressure and activity retaining components of systems outside the primary circuit Part 2: Design and analysis1)KTA 3401.4:1991-06, Steel containment vessels Part 4: In-service inspections1)KTA 3405:2010-11, Leakage test of the containment vessel1) 3 Terms, definitions and symbols For the pu
31、rposes of this document, the terms and definitions given in DIN EN 1990:2010-12 and the following apply. 3.1 Terms relating to construction and function 3.1.1 concrete structure structure or structural elements made of reinforced or prestressed concrete 3.1.2 structure loadbearing structure containm
32、ent vessel made of reinforced concrete or prestressed concrete with bonded or non-bonded tendons or designed as a composite steel and concrete structure Note 1 to entry: The steel components of composite steel and concrete structures can be taken into consideration when determining the structural st
33、ability in order to ensure leak tightness. Based on this definition, an additional loadbearing effect of the steel liner may generally be assumed. 1)http:/www.kta-gs.de Website of Kerntechnischer Ausschuss (KTA Nuclear Safety Standards Commission) DIN 25459:2014-11 8 3.1.3 liner leaktight structure
34、lining ensuring that the permissible leakage rate for a containment vessel is not exceeded 3.1.3.1 steel liner steel lining anchored in the concrete or steel element acting with the concrete to form a composite steel and concrete structure 3.1.3.2 penetration liner lines the openings of containment
35、vessels, e.g. at pipe or cable penetrations, airlocks, permanent erection openings or similar openings, is supported by the concrete and anchored in the concrete with connectors Note 1 to entry: Apart from ensuring leak tightness, penetration liners also transmit forces and deformations into the con
36、crete, e.g. forces and deformations due to compressive and thermal loads or pipe reactions. 3.1.3.3 composite liner liner that can also be used to transmit loads with the aid of suitable connectors 3.1.4 connector shear resistant, rigid or flexible connection between the steel liner and the reinforc
37、ed or prestressed concrete Note 1 to entry: Connectors can be headed studs, for example. In the case of anchor plates, such headed studs are referred to as fasteners. 3.1.5 penetration opening in the containment vessel for pipes, cables and similar items Note 1 to entry: In the broader sense, airloc
38、ks and permanent erection openings or similar may also be regarded as penetrations. 3.1.6 liner transitions in the concrete structure areas in which actions of the loadbearing concrete structure must be transmitted across the liner, e.g. between interior floors and the wall of the containment vessel
39、 or between wall and floor 3.1.7 liner integrity containment system to prevent damage due to escaping media; it ensures that the leakage rate on which the design of the containment vessel is based is not exceeded 3.2 Terms relating to the models 3.2.1 global model structural model incorporating all
40、major structural components of the containment vessel Note 1 to entry: Structural analysis based on the global model is performed on a composite model (total structural model) or, as an approximation, on a partial structural model. DIN 25459:2014-11 9 3.2.2 local model structural model that comprise
41、s part of the global model and is used for separate investigations of local loads or local disturbance zones Note 1 to entry: Structural analysis based on the local model is performed on a composite model (total structural model). 3.2.3 total structural model model that is used to analyse the loadbe
42、aring structure and explicitly includes the composite action between reinforced or prestressed concrete and the steel liner and the mutual influence of those structural elements 3.2.4 partial structural model model used to analyse the composite structure; it does not take account of the interaction
43、of the sub-units (liners and concrete structure) that increase the resistance of the structure but approximately describes the impacts of the liner on the reinforced or prestressed concrete structure 3.2.5 normal zones (of the concrete structure) those areas outside the disturbance zones of a contai
44、nment vessel in which primarily only axial forces (membrane forces) act on the concrete structure due to direct actions 3.2.6 disturbance zones (of the concrete structure) locally limited zones and areas around openings in the loadbearing concrete structure with stress concentrations caused by bendi
45、ng effects (effects of moments) Note 1 to entry: Disturbance zones do not have a significant effect on the overall loadbearing behaviour of the containment vessel and are therefore investigated separately. They are, for example, the floor-wall junctions, wall-ceiling junctions or areas with penetrat
46、ions. 3.3 Symbols For the purposes of this document, the symbols given in Table 1 apply. Table 1 Symbols (1 of 3) Symbol Term AdDesign value of an accidental action AEdDesign value of an action due to a seismic design situation EdDesign value of an effect of an action, internal force or moment, stre
47、ss or deformation fckCharacteristic 28-day compressive strength of a concrete cylinder fykCharacteristic yield strength of reinforcing steel fpkCharacteristic tensile strength of prestressing steel fcRNotional compressive strength of concrete fcmMean compressive strength of a concrete cylinder DIN 2
48、5459:2014-11 10 Table 1 Symbols (2 of 3) Symbol Term fyRNotional yield strength of reinforcing steel fp0,1R0,1 % proof stress of prestressing steel (notional value) G Permanent action (see Table 4) GkCharacteristic permanent action N Axial force NEdDesign action (axial force) NRdDesign resistance (a
49、xial force) PkCharacteristic prestressing force Q Variable action Qk,1Characteristic leading variable action 1 (leading action) Qk,i (i 1) Characteristic value of a non-leading variable action i (accompanying action) RdDesign resistance (resistance to loads) t Thickness V Shear force (at connector) VEdDesign action (shear force) VRdDesign resistance (shear force) Reduction factor c Partial saf
