DIN EN 1992-3 NA-2011 National Annex - Nationally determined parameters - Eurocode 2 Design of concrete structures - Part 3 Liquid retaining and containment structures《国家附录 国家制定参数 .pdf

1、January 2011 Translation by DIN-Sprachendienst.English price group 5No 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!$m,G“1740936www.din.deDDIN EN 1992-3/NANational Annex Nationally determined parameters Eurocode 2: Design of concrete structures Part 3: Liquid retaining andcontainment structuresEnglish translation of DIN EN 1992-3/NA:2011-01Nationaler Anhang National festgelegte Parameter Eur

3、ocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken Teil 3: Silos und Behlterbauwerke aus BetonEnglische bersetzung von DIN EN 1992-3/NA:2011-01Annexe Nationale Paramtres dtermins au plan national Eurocode 2: Calcul des structures en bton Partie 3: Silos et rservoirsTraducti

4、on anglaise de DIN EN 1992-3/NA:2011-01Together with DIN EN 1992-1-1/NA:2011-01andDIN EN 1992-3:2011-01supersedesDIN 1045-1:2008-08www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.6 DIN EN 1992-1-1:2011-01,02.12 DIN EN 1992-3/NA:201

5、1-01 2 A comma is used as the decimal marker. Foreword This document has been prepared by Working Committee NA 005-01-07 Bemessung und Konstruktion (SpA CEN/TC 250/SC 2) of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to DIN E

6、N 1992-3 Eurocode 2: Design of concrete structures Part 3: Liquid retaining and containment structures. European Standard EN 1992-3 allows national safety parameters, referred to as Nationally Determined Parameters (NDPs), to be specified for a number of points. The NDPs cover alternative verificati

7、on 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 inc

8、ludes non-contradictory complementary information (NCI) for the application of DIN EN 1992-3:2011-01. This National Annex is an integral part of DIN EN 1992-3:2011-01. Amendments This document differs from DIN 1045-1:2008-08 as follows: a) a number of provisions from DIN 1045:2008-08 regarding concr

9、ete liquid retaining and containment structures have been incorporated and are to be taken into account when applying DIN EN 1992-3:2011-01 nationally. Previous editions DIN 1045: 1925-09, 1932-04, 1937-05, 1943xxx, 1959-11, 1972-01, 1978-12, 1988-07 DIN 1046: 1925-09, 1932-04, 1935-12, 1943x DIN 10

10、47: 1925-09, 1932-04, 1937-05, 1943x DIN 4028: 1938-10 DIN 4225: 1943, 1951xx-02, 1960-07 DIN 4229: 1950-07 DIN 4233: 1951-03, 1953x-12 DIN 4420: 1952x-01 DIN 4163: 1951-02 DIN 4227: 1953xx-10 DIN 4030: 1954-09 DIN 4219-2: 1979-12 DIN 4227-1: 1979-12, 1988-07 DIN 4227-2: 1984-05 DIN 4227-4: 1986-02

11、DIN 1045-1: 2001-07, 2008-08 DIN EN 1992-3/NA:2011-01 3 NA 1 Scope This National Annex contains national provisions that are to be taken into consideration when applying DIN EN 1992-3:2011-01 in Germany. This National Annex is only valid in conjunction with DIN EN 1992-3:2011-01. NA 2 National provi

12、sions for the application of DIN EN 1992-3:2011-01 NA 2.1 General DIN EN 1992-3:2011-01 refers to the option of choosing Nationally Determined Parameters (NDP) at the following places in the text: 7.3.1(111) 7.3.1(112) 7.3.3 8.10.1.3(103) 9.11.1(102) In addition, NA.2.2 includes non-contradictory co

13、mplementary information for the application of DIN EN 1992-3:2011-01. This information is preceded by the letters “NCI”, as follows: 1.1.2 1.2 2.3.2.3 6.2 7.3.1(113) 7.3.5(101) DIN EN 1992-3/NA:2011-01 4 NA 2.2 National provisions In the following, the clauses are numbered as in DIN EN 1992-3:2011-0

14、1. Supplementary clauses have been added as required. NCI re 1.1.2 Scope of EN 1992-3 (NA.108) Concrete is covered by DIN EN 206-1 in conjunction with DIN 1045-2. NCI re 1.2 Normative references DIN 1045-2:2008-08, Plain, reinforced and prestressed concrete structures Concrete Specification, perform

15、ance, production and conformity Application rules for DIN EN 206 DIN EN 206-1, Concrete Part 1: Specification, performance, production and conformity DIN EN 1992-1-1/NA:2011-01, National Annex Nationally determined parameters Eurocode 2: Design of concrete structures Part 1-1: General rules and rule

16、s for buildings DIN EN 1992-2:2010-12, Eurocode 2: Design of concrete structures Part 2: Concrete bridges Design and construction NCI re 2.3.2.3 Water-resistant concrete (NA.102) The requirements to be complied with by concrete having a high resistance to water penetration as in DIN EN 206-1 and DIN

17、 1045-2:2008-08, 5.5.3 shall be satisfied in addition to those specified for components on the basis of exposure classes in DIN 1045-2. (NA.103) When utilizing the minimum wall thickness specified in 9.11.1(102), concrete with (w/c)eq 0,55 and a maximum particle size, dg, up to 16 mm shall be used.

18、NCI re 6.2(109) NOTE Annex QQ of DIN EN 1992-2:2010-12 (covering the control of shear cracking in webs) is not applied in Germany. NDP re 7.3.1(111) Cracking The design crack width, wk1, for tightness class 1 should be limited as a function of the hD/h ratio as in Table NA.1: DIN EN 1992-3/NA:2011-0

19、1 5 Table NA.1 Design maximum crack width (assuming limitation of the water penetration by self-healing) 1 2 hD /h ratioaDesign maximum crack widthb1 Up to 10 0,20 mm 2 Over 10 up to 15 0,15 mm 3 Over 15 up to 25 0,10 mm ahDhydrostatic pressure head, in m; h section thickness, in m bFor aggressive w

20、ater with a carbon dioxide content of more than 40 mg/l and a pH of less than 4,5, any self-healing shall be disregarded.NDP re 7.3.1(112) Cracking The depth of the compression zone, xmin, should either be 30 mm or 1,5 dg, whichever is greater (where dgis the maximum particle size of the aggregate u

21、sed). NCI re 7.3.1(113) Cracking The values given in Table NA.1 apply only in cases where the crack does not change markedly during service (i.e. w 0,1 w). NDP re 7.3.3 Control of cracking without direct calculation Figures 7.103N and 7.104N do not apply. The maximum bar diameter, s*, shall be calcu

22、latedin accordance with DIN EN 1992-1-1/NA:2011-01, 7.3.3, using Table 7.2DE and the following expression: 2s6k*s1048,3= w For any modifications of the maximum bar diameter where members are subjected to axial tension, expression 7.7DE given in DIN EN 1992-1-1/NA:2011-01 shall be used instead of exp

23、ression (7.122). NCI re 7.3.5(101) Minimising cracking due to restrained imposed deformations (NA.103) NOTE Annex QQ of DIN EN 1992-2:2010-12 (covering the control of shear cracking in webs) is not applied in Germany. NDP re 8.10.1.3(103) Post-tension ducts The recommended value of = 0,25 applies. D

24、IN EN 1992-3/NA:2011-01 6 NDP re 9.11.1(102) Minimum area of reinforcement and cross-sectional dimensions The recommended value of t1(= t2) for reinforced or prestressed concrete walls is 240 mm for in situ concrete walls; 200 mm for precast members. In order to ensure an adequate water resistance o

25、f the concrete when these thicknesses are used, the requirements given under item NCI re 2.3.2.3 above shall also be satisfied. NOTE 1 The design and minimum thickness of wall members shall be selected so that the members have the required minimum concrete cover and number of reinforcement layers, t

26、hat the joints can be properly sealed and inserts cast in a workmanlike manner, and the loadbearing and sealing function of the concrete is ensured in addition to all other relevant requirements being satisfied. NOTE 2 For higher grades of concrete (i.e. where (w/c)eq 0,45), adequate water resistanc

27、e will be ensured even if smaller member thicknesses are used, with the member thickness t1(= t2), however being not lower than 200 mm for in situ concrete walls and 160 mm for precast members. See DAfStb-Heft 5551) for further information. 1) DAfStb-Heft (DAfStb Code of practice) 555: Erluterungen zur DAfStb-Richtlinie Wasserundurchlssige Bauwerke aus Beton (Commentary on the DAfStb Code of practice on water-resistant concrete structures). Berlin: Beuth Verlag, 2006.