1、December 2015 English price group 4No 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 91.010.30; 91.080.40!%Ir6“238791
2、9www.din.deDIN EN 1992-1-1/NA/A1National Annex Nationally determined parameters Eurocode 2: Design of concrete structures Part 11: General rules and rules for buildings; Amendment A1,English translation of DIN EN 1992-1-1/NA/A1:2015-12Nationaler Anhang National festgelegte Parameter Eurocode 2: Beme
3、ssung und Konstruktion von Stahlbeton und Spannbetontragwerken Teil 11: Allgemeine Bemessungsregeln und Regeln fr den Hochbau,Englische bersetzung von DIN EN 1992-1-1/NA/A1:2015-12Annexe Nationale Paramtres dtermins au plan national Eurocode 2: Calcul des structures en bton Partie 11: Rgles gnrales
4、et rgles pour les btiments,Traduction anglaise de DIN EN 1992-1-1/NA/A1:2015-12ModifiesDIN EN 199211/NA:201304www.beuth.deDocument comprises 4 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.10.17 DIN EN 1992-1-1/NA/A1:2015-12
5、2 A comma is used as the decimal marker. Foreword This document has been prepared by Working Committee NA 005-07-01 AA “Design of concrete structures” (national mirror committee for CEN/TC 250/SC 2, ISO/TC 71/SC 5 and ISO/TC 71/SC 6) of DIN-Normenausschuss Bauwesen (DIN Standards Committee Building
6、and Civil Engineering). This document contains amendments to the National Annex DIN EN 1992-1-1/NA:2013-04 to DIN EN 1992-1-1:2011-01, Eurocode 2: Design of steel-concrete and prestressed concrete structures Part 1-1: General design rules and rules for buildings. This Amendment to the National Annex
7、 is an integral part of DIN EN 1992-1-1/NA:2013-04. 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 shall not be held responsible for identifying any or all such patent rights. DIN EN 1992-1-1/NA/A1:2015-12 3 1 Supp
8、lement to NCI re 1.2.2 NA DAfStb Code of practice Schutz und Instandsetzung von Betonbauteilen (Protection and repair of concrete components)1)2 Amendment to NCI re 4.2, Table 4.1 The heading of Table 4.1 has been amended as follows: Table 4.1 Exposure classes Rows XC3, XD1 and XD3 of Table 4.1 have
9、 been replaced by the following rows (addition of informative examples, amendment of footnote b, addition of footnote d): Class designation Description of environment Informative examples where exposure classes may occur XC3 Moderate humidity Members to which outside air constantly or frequently has
10、 access (e.g. open shed-type buildings), rooms with a highly humid atmosphere (e.g. commercial kitchens, baths, laundries, damp rooms of indoor swimming pools, cattle sheds); roof surfaces with flat waterproofing; traffic areas with extensive infiltration-proof waterproofingbXD1 Moderate humidity Co
11、mponents exposed to airborne chlorides from traffic areas; private garages; in-use traffic areas with surface protection over the entire areabXD3 Cyclic wet and dry Parts of bridges frequently exposed to splashing; pavements; in-use traffic areas with crack-preventive design, without surface protect
12、ion or without waterproofingb; in-use traffic areas with permanent local crack protectionbdbA maintenance schedule pursuant to DAfStb Code of practice Schutz und Instandsetzung von Betonbauteilen (Protection and repair of concrete components) shall be established in order to guarantee durability. d
13、DAfStb Code of practice Schutz und Instandsetzung von Betonbauteilen (Protection and repair of concrete components) applies to the planning and execution of long-term local crack prevention. 3 Supplement to NCI re 4.3 (2)P The note shall be replaced with the following: NOTE The structure is deemed t
14、o be of adequate durability if, as well as meeting the requirements associated with the ultimate limit state and serviceability limit state analyses and the specifications of Sections 8 and 9, it satisfies the requirements of this clause, the requirements relating to the composition and properties o
15、f concrete as specified in DIN EN 206-1:2001-07 and DIN 1045-2:2008-08, and the workmanship requirements as specified in DIN 1045-3 or DIN EN 13670. Furthermore, the construction or component shall be subject to a maintenance schedule consisting of inspections, servicing and repair (see DAfStb Code
16、of practice Schutz und Instandsetzung von Betonbauteilen (Protection and repair of concrete components). 1) Published in the DITR database of DIN Software GmbH, obtainable from: Beuth Verlag GmbH, Am DIN-Platz, Burggrafenstrae 6, 10878 Berlin, Germany. DIN EN 1992-1-1/NA/A1:2015-12 4 4 Amendment to
17、NDP re 4.4.1.2 (8) The NDP shall be replaced as follows: As a general rule, the following equation applies: cdur,add= 0 mm. 5 Amendment to NDP re 7.3.1 (5), Table 7.1DE Footnote d has been extended as follows: dRefer to 7.3.1 (7). Measures shall be taken to prevent chloride from seeping into cracks
18、in roof or traffic surfaces to which de-icing salt is applied. (See informative examples in Table 4.1 - Exposure classes.) 6 Amendment to NCI re 7.3.2 (2) The explanation of fct,effhas been replaced by the following: fct,effis the mean effective value for the axial tensile strength of the concrete f
19、ctmthat can be expected when cracking occurs. A tensile strength of at least fctm 3 N/mm2shall be assumed for fct,eff. A lower value with fctm(t) may be used if the expansion of the crack ceases demonstrably within the first 28 days. If a lower value fctm(t) is used, this is to be indicated in the construction specification, the tender specification and on the design documents so as to give the person undertaking the work adequate notification to permit him to specify the concrete accordingly.
