1、April 2013 Translation by DIN-Sprachendienst.English price group 31No 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
2、91.010.30; 91.080.40!$L/“1974112www.din.deDDIN EN 1992-1-1/NANational Annex Nationally determined parameters Eurocode 2: Design of concrete structures Part 1-1: General rules andrules for buildings,English translation of DIN EN 1992-1-1/NA:2013-04Nationaler Anhang National festgelegte Parameter Euro
3、code 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken Teil 1-1: Allgemeine Bemessungsregeln und Regeln fr den Hochbau,Englische bersetzung von DIN EN 1992-1-1/NA:2013-04Annexe Nationale Paramtres dtermins au plan national Eurocode 2: Calcul des structures en bton Partie 1-1: Rg
4、les gnrales et rgles pourles btiments,Traduction anglaise de DIN EN 1992-1-1/NA:2013-04SupersedesDIN EN 1992-1-1/NA:2011-01andDIN EN 1992-1-1/NACorrigendum 1:2012-06www.beuth.deDocument comprises 105 pagesIn case of doubt, the German-language original shall be considered authoritative.04.14 DIN EN 1
5、992-1-1/NA:2013-04 2 A comma is used as the decimal marker. Foreword This document has been prepared by Working Committee NA 005-07-01 AA Bemessung und Konstruktion of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to DIN EN 199
6、2-1-1:2011-01, Eurocode 2 Design of concrete structures Part 1-1: General rules and rules for buildings. European Standard EN 1992-1-1 allows national safety parameters, referred to as Nationally Determined Parameters (NDPs), to be specified for a number of points. The NDPs cover alternative verific
7、ation methods, the provision of individual values and the selection of classes from designated classification systems. The relevant parts of the text are identified in the European Standard by references to the possibility of national choice and are listed in Clause NA.2.1. This National Annex also
8、includes non-contradictory complementary information (NCI) for the application of DIN EN 1992-1-1:2011-01. National clauses are preceded by “NA” in brackets together with a serial number. Additional national figures, tables and equations are preceded by “NA” together with the number of the preceding
9、 element supplemented by “1 ff.”. (Example: The additional figure NA.6.22.1 is positioned between Figures 6.22 and 6.23.). Where figures, tables and equations have been modified for national application purposes, the numbers are followed by the letters “DE” instead of “N” (e.g. Equation “7.6DE” inst
10、ead of Equation “7.6N”). This National Annex is an integral part of DIN EN 1992-1-1:2011-01. Relationship between Eurocodes (EN) and harmonized technical specifications for construction products (European Technical Approvals, ETA) In this National Annex reference is made to European Technical Approv
11、als and German national technical approvals. These are also termed “technical approvals” for short in the following. Where reference is made in DIN EN 1992-1-1 to European Technical Approvals, German national technical approvals may be referred to in Germany. It should be noted that, in Germany, in
12、some cases (e.g. as in ETAG 013*) European Technical Approvals are only to be applied in conjunction with German national technical approvals. Amendments This document differs from DIN EN 1992-1-1/NA:2011-01 and DIN EN 1992-1-1/NA Corrigendum 1:2012-06 as follows: a) The corrections from Corrigendum
13、 1:2012-06 have been incorporated. b) Amendments have been made to Table 4.1 (Exposure classes) and primarily to NCI re 2.3.1.3 (4), NCI re 2.7, NCI re 3.3.1 (5), NDP re 4.4.1.2 (8), NDP re 5.2 (5), NCI re 5.2 (8), NCI re 6.2.2 (2), NCI re 6.2.3 (5), NCI re 6.2.3 (6), NCI re 6.2.5 (NA.6), NDP re 6.4
14、.4 (1), NCI re 6.4.4 (2), NCI re 6.5.3 (3), NCI re 8.4.4 (1), NCI re 8.7.3 (1), NDP re 9.6.2 (3), NCI re 10.9.6 and NCI re A.1. *)Translators note. ETAG 013, Approval of post-tensioning systems DIN EN 1992-1-1/NA:2013-04 3 Previous editions DIN 1045: 1925-09, 1932-04, 1937-05, 1943xxx, 1959-11, 1972
15、-01, 1978-12, 1988-07 DIN 1045-1: 2001-07, 2008-08 DIN 1045-1 Corrigendum 1: 2002-07 DIN 1045-1 Corrigendum 2: 2005-06 DIN 1046: 1925-09, 1932-04, 1935-12, 1943x DIN 1047: 1925-09, 1932-04, 1937-05, 1943x DIN 4028: 1938-10 DIN 4030: 1954-09 DIN 4163: 1951-02 DIN 4219-2: 1979-12 DIN 4225: 1943, 1951x
16、x-02, 1960-07 DIN 4227-1: 1953xx-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 18932-1: 1991-10 DIN V ENV 1992-1-1: 1992-06 DIN V ENV 1992-1-3: 1994-12 DIN V ENV 1992-1-
17、4: 1994-12 DIN V ENV 1992-1-5: 1994-12 DIN V ENV 1992-1-6: 1994-12 DIN EN 1992-1-1: 2005-10 DIN EN 1992-1-1 Corrigendum 1: 2010-01 DIN EN 1992-1-1/NA: 2011-02 DIN EN 1992-1-1/NA Corrigendum 1: 2012-06 DIN EN 1992-1-1/NA:2013-04 4 NA.1 Scope This National Annex contains provisions relating to the des
18、ign of structures in reinforced and prestressed concrete made with normal and lightweight aggregates, together with specific rules for buildings, that are to be taken into consideration when applying DIN EN 1992-1-1 in Germany. This National Annex is only valid in conjunction with DIN EN 1992-1-1:20
19、11-01. NA.2 National provisions for the application of DIN EN 1992-1-1:2011-01 NA.2.1 General DIN EN 1992-1-1 refers to the option of choosing Nationally Determined Parameters (NDPs) at the following places in the text: 2.3.3 (3) 2.4.2.1 (1) 2.4.2.2 (1) 2.4.2.2 (2) 2.4.2.2 (3) 2.4.2.3 (1) 2.4.2.4 (1
20、) 2.4.2.4 (2) 2.4.2.5 (2) 3.1.2 (2)P 3.1.2 (4) 3.1.6 (1)P 3.1.6 (2)P 3.2.2 (3)P 3.2.7 (2) 3.3.4 (5) 3.3.6 (7) 4.4.1.2 (3) 4.4.1.2 (5) 4.4.1.2 (6) 4.4.1.2 (7) 4.4.1.2 (8) 4.4.1.2 (13) 4.4.1.3 (1)P 4.4.1.3 (3) 4.4.1.3 (4) 5.1.3 (1)P 5.2 (5) 5.5 (4) 5.6.3 (4) 5.8.3.1 (1) 5.8.3.3 (1) 5.8.3.3 (2) 5.8.5 (
21、1) 5.8.6 (3) 5.10.1 (6) 5.10.2.1 (1)P 5.10.2.1 (2) 5.10.2.2 (4) 5.10.2.2 (5) 5.10.3 (2) 5.10.8 (2) 5.10.8 (3) 5.10.9 (1)P 6.2.2 (1) 6.2.2 (6) 6.2.3 (2) 6.2.3 (3) 6.2.4 (4) 6.2.4 (6) 6.4.3 (6) 6.4.4 (1) 6.4.5 (3) 6.4.5 (4) 6.5.2 (2) 6.5.4 (4) 6.5.4 (6) 6.8.4 (1) 6.8.4 (5) 6.8.6 (1) 6.8.6 (3) 6.8.7 (1
22、) 7.2 (2) 7.2 (3) 7.2 (5) 7.3.1 (5) 7.3.2 (4) 7.3.3 (2) 7.3.4 (3) 7.4.2 (2) 8.2 (2) 8.3 (2) 8.6 (2) 8.8 (1) 9.2.1.1 (1) 9.2.1.1 (3) 9.2.1.2 (1) 9.2.1.4 (1) 9.2.2 (4) 9.2.2 (5) 9.2.2 (6) 9.2.2 (7) 9.2.2 (8) 9.3.1.1(3) 9.5.2 (1) 9.5.2 (2) 9.5.2 (3) 9.5.3 (3) 9.6.2 (1) 9.6.3 (1) 9.7 (1) 9.8.1 (3) 9.8.2
23、.1 (1) 9.8.3 (1) 9.8.3 (2) 9.8.4 (1) 9.8.5 (3) 9.10.2.2 (2) 9.10.2.3 (3) 9.10.2.3 (4) 9.10.2.4 (2) 11.3.5 (1)P 11.3.5 (2)P 11.3.7 (1) 11.6.1 (1) 11.6.2 (1) 11.6.4.1 (1) 11.6.4.2 (2) 12.3.1 (1) 12.6.3 (2) A.2.1 (1) A.2.1 (2) A.2.2 (1) A.2.2 (2) A.2.3 (1) C.1 (1) C.1 (3) E.1 (2) J.1 (2) J.2.2 (2) J.3
24、(2) J.3 (3) DIN EN 1992-1-1/NA:2013-04 5 In addition, NA.2.2 includes non-contradictory complementary information for the application of DIN EN 1992-1-1:2011-01. This information is preceded by the letters “NCI”. 1.2.2 3.4.1 5.8.9 (2) 6.3.2 (5) 7.3.2, Fig. 7.1 8.8 (4) 1.4 3.4.2.2(1) 5.8.9(3) 6.4.1 (
25、2)P 7.3.2 8.8 1.5.2 4.1(4) 5.9(4) 6.4.2(1) 7.3.3(1) 8.9.1(1) 1.6 4.2, Table 4.1 5.10.2.1(2) 6.4.2(2) 7.3.3(2) 8.9.1(2) 2.3.1.2(3) 4.3 (2)P 5.10.2.1 6.4.2 (8) 7.3.3 8.9.2 (3) 2.3.1.3 (4) 4.4.1.1 (2)P 5.10.5.2 (2) and (3) 6.4.2 (11) 7.3.4 (1) 8.10.1.1 (1)P 2.3.4.2 4.4.1.2 (9) 5.10.5.2 (4) 6.4.3 (2) 7.
26、3.4 (2) 8.10.1.1 2.3.4.2 (1)P 4.4.1.3 (2) 5.10.6 (2) 6.4.3 (3) 7.3.4 (3) 8.10.1.2 (1) 2.3.4.2 (2) 5.1.1 (3) 5.10.7 (3 6.4.3 (4) 7.3.4 (5) 8.10.1.2 2.6 (2) 5.1.1 5.11 (2) 6.4.3 (5) 7.4.1 (3) 8.10.1.3 (2) 2.8 5.1.2 (1)P 6.1 (3)P 6.4.3 (6) 7.4.1 (4) 8.10.2.1 (1) 3.1.1 5.1.3 6.1 (4) 6.4.3 (9) 7.4.2 (2)
27、8.10.2.1 3.1.2 (6) 5.1.4 6.1 (5) 6.4.4 (2) 7.4.3 (2)P 8.10.2.2 (1) 3.1.3 5.2 (1)P 6.2.1 (1) 6.4.5 (1) 8.1 (1)P 8.10.2.2 (5) 3.1.4 (2) 5.2 (6), 2nd item 6.2.1 (3) 6.4.5 (2) 8.3 8.10.2.3 (1) 3.1.4 (5) 5.2 (8) 6.2.1 (4) 6.4.5 (3) 8.4.1 (2), Fig. 8.1 e) 8.10.2.3 (2 3.1.4 (6) 5.3.1 (6) 6.2.1 (7) 6.4.5 (4
28、) 8.4.1 (3) 8.10.2.3 (4) 3.1.5 (1) 5.3.2.1 (2) 6.2.1 (8) 6.4.5 8.4.1 (4) 8.10.2.3, Fig. 8.17 3.1.5 (2) 5.3.2.2 (1) 6.2.1 6.5.2 (1) 8.4.1 (5) 8.10.2.3 3.1.7 (3) 5.3.2.2 (3) 6.2.2 (2) 6.5.3 (1) 8.4.2 (2) 8.10.3 (1) 3.2.1 (1)P 5.4 (2), i) 6.2.2 (6) 6.5.3 (2) 8.4.2, Fig. 8.2 8.10.3 (4) 3.2.1(3)P 5.4 6.2
29、.2 (7) 6.5.4 (4) 8.4.3 (3) 8.10.3 3.2.1 (4)P 5.5 (3) 6.2.3 (1) 6.7 (3) 8.4.4 (1), Fig. 8.3 8.10.4 (1)P 3.2.1 (5) 5.5 (5) 6.2.3 (4) 6.7 (3), Fig.6.29 8.4.4 (1), Eq. (8.6), (8.7) 8.10.4 (2)P 3.2.2 (1)P 5.6.1 6.2.3 (5) 6.7 (4) 8.4.4 (2) 8.10.5 (3)P 3.2.2 (5) 5.6.2 (2) 6.2.3 (6) 6.8.1 (2) 8.4.4 (2), Tab
30、le 8.2 8.10.5 (4)P 3.2.2 (6)P 5.6.2 (4) 6.2.3 (8) 6.8.2 (2)P 8.5 8.10.5 3.2.4 (1)P 5.6.2 (5 6.2.4 (5) 6.8.3 (1)P 8.5, Fig. 8.5 9.2.1.2 (2) 3.2.4 (2) 5.6.2 6.2.5 (1) 6.8.4 (1) 8.6 (5) 9.2.1.3 (1) 3.2.5 (1)P 5.6 4 6.2.5, Fig. 6.9 6.8.4, Table NA.6.3 8.7.1 (1)P 9.2.1.3 (2) 3.2.5 (1)P, Table 3.4 5.7 6.2
31、.5 (2) 6.8.4, Table NA.6.4 8.7.2 9.2.1.4 (2) 3.2.6 (1)P 5.8.2 (1)P 6.2.5 (3) 6.8.7 (3) 8.7.3 (1) 9.2.1.4 (3) 3.2.7 (2) 5.8.2 (6) 6.2.5 (4) 7.1 8.7.4.1 (3) 9.2.1.5 (2) 3.2.7 5.8.3.2 (3) 6.2.5 (5) 7.2 8.7.4.1 9.2.2 (3) 3.3.1 (1)P 5.8.3.3 (1 6.2.5 7.3.1 (5) 8.7.5.1 (1) 9.2.2 (3), Fig. 9.5 3.3.1 (3) 5.8
32、.3.3 (2) 6.3.2 (1) 7.3.1 (8) 8.7.5.1 (3) 9.2.3 (1) 3.3.1 (4) 5.8.3.3 6.3.2 (2) 7.3.1 8.7.5.1 (4) 9.2.4 (1) 3.3.2 (4)P 5.8.4 (2) 6.3.2 (3) 7.3.2 (2) 8.7.5.1 (6) 9.2.5 (2) 3.3.4 5.8.4 (4) 6.3.2 (4) 7.3.2 (3) 8.7.5.2 (1) 9.3 (1) 3.3.6 5.8.6 (5) DIN EN 1992-1-1/NA:2013-04 6 9.3.1.1 (1) 9.6.3 (2) 10.9.3
33、(12) 12.6.5.1(5) 9.3.1.1 (2) 9.6.4 (1) 10.9.3 12.6.5.1 9.3.1.1 (3) 9.6.4 (2) 11.1.1 (4)P 12.6.5.2 (1) 9.3.1.1 9.7 (1) 11.3.1 (3) 12.9 9.3.1.2 (1) 9.8.1 (4) 11.3.2 (1) 12.9.1 (2) 9.3.1.2 (2) 9.10.1 (4) 11.3.2, Table 11.3.1 12.9.3 (1) 9.3.1.3 9.10.1 11.3.7 (1) Annex A 9.3.1.4 9.10.2.2 (2) 11.4.1 (1) A
34、nnex B 9.3.2 (1) 9.10.2.4 11.4.2 (1)P B.2 9.3.2 (2) 9.10.2.5 11.5.1 Annex C 9.3.2 (4) 10.1 NA.11.5.2 C.1 (1) 9.3.2 (5) 10.1.1 11.6.2 Annex E 9.4.1 (1) 10.2 11.6.4.2 (1) Annex F 9.4.1 (3) 10.3.1.1 (2) 11.6.4.2 (2) Annex G 9.4.2 (1) NA.10.4 11.6 Annex I 9.4.2 10.9.2 (2) NA.11.6.5 Annex J 9.4.3 (1) 10.
35、9.3 (4) 11.7 J.1 (1) 9.4.3 (2) 10.9.3 (5) 11.8.2 J.2 and J.3 9.4.3 (4) 10.9.4.1 (3)P 11.9 (1) NA.J.4 9.4.3, Fig. 9.10 10.9.4.2 (3) 11.9 9.5.1 (1) 10.9.4.3 (1) 12.1 (2) 9.5.2 (4) 10.9.4.3 (4) 12.5 (2) 9.5.3 (1) 10.9.4.3 (6) 12.6 9.5.3 (2) 10.9.4.7 (1) 12.6.2 (1)P 9.5.3 (3) 10.9.6.3 (1) 12.6.3 (1) 9.5
36、.3 (6) NA.10.9.8 12.6.3 (2) 9.6.1 NA.10.9.9 12.6.3 (3) 9.6.1 (1) 11.1.1 (2)P 12.6.4 DIN EN 1992-1-1/NA:2013-04 7 NA.2.2 National provisions In the following, the clauses are numbered as in DIN EN 1992-1-1. Supplementary clauses have been added as required. NCI re 1.2.2 NA DIN 488 series, Reinforcing
37、 steel NA DIN 1045-2:2008-08, Plain, reinforced and prestressed concrete structures Specification, performance, production and conformity of concrete (Application rules for DIN EN 206-1) NA DIN 1045-3:2008-08, Plain, reinforced and prestressed concrete structures Execution of structures Application
38、rules for DIN EN 136701)NA DIN 1045-4, Plain, reinforced and prestressed concrete structures Supplementary specifications governing the production and conformity of precast concrete elements NA DIN 18516-1, Back-ventilated, non-loadbearing external enclosures of buildings Requirements and testing NA
39、 DIN EN 206-1, Concrete Part 1: Specification, performance, production and conformity NA DIN EN 1536, Execution of special geotechnical work Bored piles NA DIN EN 13670, Execution of concrete structures NA DIN EN 14199, Execution of special geotechnical works Micropiles NA DIN EN ISO 4063, Welding a
40、nd allied processes Nomenclature of processes and reference numbers NA DIN EN ISO 17660-1, Welding Welding of reinforcing steel Part 1: Loadbearing welded joints NA DAfStb-Heft (DAfStb Code of practice) 600, Erluterungen zu DIN EN 1992-1-1 und DIN EN 1992-1-1/NA (Commentary on DIN EN 1992-1-1 and DI
41、N EN 1992-1-1/NA)2)NA DAfStb-Richtlinie Massige Bauteile aus Beton (DAfStb Code of practice on massive concrete elements)2)DBV-Merkbltter (DBV Codes of practice): NA DBV-Merkblatt Abstandhalter (Spacers)3)NA DBV-Merkblatt Betondeckung und Bewehrung (Concrete cover and reinforcement)3)NA DBV-Merkblat
42、t Untersttzungen (Supports)3) 1) DIN 1045-3:2008-08 applies pending acceptance of DIN EN 13670 in combination with DIN 1045-3, Plain, reinforced and prestressed concrete structures Part 3: Workmanship, by the building inspectorate. 2) Registered in the DITR Database of DIN Software GmbH, obtainable
43、from Beuth Verlag, Am DIN-Platz, Burggrafenstrae 6, 10787 Berlin. 3) Registered in the DITR Database of DIN Software GmbH, obtainable from Deutscher Beton- und Bautechnik-Verein e.V., Kurfrstenstrae 129, 10785 Berlin, Germany. DIN EN 1992-1-1/NA:2013-04 8 NA DBV-Merkblatt Rckbiegen von Betonstahl un
44、d Anforderungen an Verwahrksten (Rebending of reinforcing steel and requirements for reinforcement boxes)3)NA DBV-Merkblatt Parkhuser und Tiefgaragen (Multistorey und underground car parks)3) NCI re 1.4 Principles (denoted by “P” following the paragraph number) contain: general provisions, definitio
45、ns and other details that are of a binding nature, requirements and calculation models, deviations from which are not permitted unless explicitly stated. Application rules (without “P”) are generally recognized rules that obey the principles and meet the requirements these formulate. Deviations from application rules are permitted provided they obey the principles and achieve serviceability, loadbearing capacity and durability equivalent to those required
