DIN EN 1991-1-6 NA-2010 National Annex - Nationally determined parameters - Eurocode 1 Actions on structures - Part 1-6 General actions Actions during execution《国家附录 国家确定参量 欧洲法规1 对.pdf

《DIN EN 1991-1-6 NA-2010 National Annex - Nationally determined parameters - Eurocode 1 Actions on structures - Part 1-6 General actions Actions during execution《国家附录 国家确定参量 欧洲法规1 对.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1991-1-6 NA-2010 National Annex - Nationally determined parameters - Eurocode 1 Actions on structures - Part 1-6 General actions Actions during execution《国家附录 国家确定参量 欧洲法规1 对.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、December 2010 Translation by DIN-Sprachendienst.English price group 7No 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).IC

2、S 91.010.30!$lhj“1736971www.din.deDDIN EN 1991-1-6/NANational Annex Nationally determined parameters Eurocode 1: Actions on structures Part 1-6: General actions, Actions during executionEnglish translation of DIN EN 1991-1-6/NA:2010-12Nationaler Anhang National festgelegte Parameter Eurocode 1: Einw

3、irkungen auf Tragwerke Teil 1-6: Allgemeine Einwirkungen,Einwirkungen whrend der BauausfhrungEnglische bersetzung von DIN EN 1991-1-6/NA:2010-12Annexe Nationale Paramtres dtermins au plan national Eurocode 1: Actions sur les structures Partie 1-6: Actions gnrales, Actions en coursdexcutionTraduction

4、 anglaise de DIN EN 1991-1-6/NA:2010-12SupersedesDIN EN 1991-1-6/NA:2010-05;together with1991-1-6:2010-12,supersedesDIN 1055-8:2003-01, withdrawn2010-05www.beuth.deDocument comprises 10 pagesIn case of doubt, the German-language original shall be considered authoritative.DIN EN02.12 DIN EN 1991-1-6/

5、NA:2010-12 2 A comma is used as the decimal marker. Contents Page Foreword 3 NA 1 Scope 4 NA 2 National provisions for the application of DIN EN 1991-1-6:2010-12 .4 NA 2.1 General 4 NA 2.2 National provisions5 Annex A1 (normative) Supplementary rules for buildings 9 Annex A2 (normative) Supplementar

6、y rules for bridges 10 DIN EN 1991-1-6/NA:2010-12 3 Foreword This document has been prepared by Working Committee NA 005-51-02 AA Einwirkungen auf Bauten (Sp CEN/TC 250/SC 1) of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to

7、DIN EN 1991-1-6:2010-12, Actions on structures Part 1-6: General actions Actions during execution. European Standard EN 1991-1-6 allows national safety parameters, referred to as Nationally Determined Parameters (NDPs), to be specified for a number of points. The NDPs cover alternative verification

8、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 includ

9、es non-contradictory complementary information and explanations (NCI) for the application of EN 1999-1-6, as permitted by the European Commissions Guidance Paper L “Application and use of Eurocodes”. This National Annex is an integral part of DIN EN 1991-1-6:2010-12. DIN EN 1991-1-6:2010-12 and this

10、 National Annex DIN EN 1991-1-6/NA:2010-12 supersede DIN 1055-8:2003-01. 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. Amendments This d

11、ocument differs from DIN 1055-8:2003-01 as follows: a) the content of the standard has been revised; b) a number of complementary provisions have been incorporated which are to be taken into account when applying DIN EN 1991-1-6:2010-12 nationally. This document differs from DIN EN 1991-1-6/NA:2010-

12、05 as follows: a) supersedure notes have been amended; b) dated references have been updated; c) the document has been editorially revised. Previous editions DIN 1055-8: 2003-01 DIN EN 1991-1-6/NA: 2010-05 DIN EN 1991-1-6/NA:2010-12 4 NA 1 Scope This National Annex contains national provisions relat

13、ing to the determination of actions on buildings and civil engineering works, that are anticipated to occur during execution and are to be taken into consideration when applying DIN EN 1991-1-6:2010-12 in Germany. This National Annex is only valid in conjunction with DIN EN 1991-1-6:2010-12. NA 2 Na

14、tional provisions for the application of DIN EN 1991-1-6:2010-12 NA 2.1 General DIN EN 1991-1-6:2010-12 refers to the option of choosing Nationally Determined Parameters (NDPs) in the following places in the text: Clause Item 1.1(3) Design rules for auxiliary construction works 2.2(4) Positioning of

15、 construction loads classified as free 3.1(1)P Design situation for storm conditions 3.1(5) Note 1 Return periods for the determination of the characteristic values of variable actions during execution 3.1(5) Note 2 Minimum wind velocity during execution 3.1(7) Rules for the combination of snow load

16、s and wind actions with construction loads 3.1(8) Note 1 Rules concerning imperfections in the geometry of the structure 3.3(2) Criteria associated with serviceability limit states during execution 3.3(6) Serviceability requirements for auxiliary construction works 4.9(6) Note 2 Loads and water leve

17、ls for floating ice 4.10(1)P Definition of actions due to atmospheric icing 4.11.1(1) Table 4.1 Recommended characteristic values for the construction loads Qca, Qcband Qcc4.11.2(1) Construction loads during the casting of concrete 4.12(1)P Note 2 Dynamic effects due to accidental actions 4.12(2) Dy

18、namic effects due to falls of equipment 4.12(3) Design values of human impact loads 4.13(2) Seismic actions Annex A1, A1.1(1) Representative values of the variable actions due to construction loads Annex A1, A1.3(2) Characteristic values of equivalent horizontal forces Annex A2, A2.3(1) Design value

19、s of vertical deflections for the incremental launching of bridges Annex A2, A2.4(2) Reduction of the characteristic value of snow loads Annex A2, A2.4(3) Reduced values of characteristic snow loads for the verification of static equilibrium Annex A2, A2.5(2) Design values of horizontal friction for

20、ces Annex A2, A2.5(3) Determination of friction coefficients min and max DIN EN 1991-1-6/NA:2010-12 5 NA 2.2 National provisions NOTE In the following, the clauses are numbered as in DIN EN 1991-1-6:2010-12. 1 General 1.1 Scope NDP re 1.1(3) DIN EN 12812 applies for falsework, DIN EN 12810-1, DIN EN

21、 12810-2 and DIN EN 12811-1 to DIN EN 12811-3 apply for working scaffolds and DIN 4420-1, DIN 4420-2 and DIN 4420-3 apply for service scaffolds. 1.2 Normative references NCI re 1.2 In addition to the standards cited in DIN EN 1991-1-6, the following documents shall be used when applying this Nationa

22、l Annex: NA DIN 4420-1, Service and working scaffolds Part 1: Service scaffolds Performance requirements, general design, structural design NA DIN 4420-2, Service and working scaffolds Ladder scaffolds Safety requirements NA DIN 4420-3, Service and working scaffolds Part 3: Selected types of scaffol

23、ding constructions and their basic versions NA DIN 19704-1, Hydraulic steel structures Part 1: Criteria for design and calculation NA DIN EN 12810-1, Faade scaffolds made of prefabricated components Part 1: Product specifications NA DIN EN 12810-2, Faade scaffolds made of prefabricated components Pa

24、rt 2: Particular methods of structural design NA DIN EN 12811-1, Temporary works equipment Part 1: Scaffolds Performance requirements and general design NA DIN EN 12811-2, Temporary works equipment Part 2: Information on materials NA DIN EN 12811-3, Temporary works equipment Part 3: Load testing NA

25、DIN EN 12812, Falsework Performance requirements and general design NA DIN EN 1991-1-4/NA, National Annex Nationally determined parameters Eurocode 1: Actions on structures Part 1-4: General actions Wind actions NA DIN EN 1993-1-6, Eurocode 3: Design of steel structures Part 1-6: Strength and stabil

26、ity of shell structures NA DIN EN 1993-3-1, Eurocode 3: Design of steel structures Part 1-1: General rules and rules for buildings NA DIN EN 1993-3-2, Eurocode 3: Design of steel structures Part 1-2: General rules Structural fire design NA DIN EN 1993-4-1, Eurocode 3: Design of steel structures Part

27、 4-1: Silos, tanks and pipelines Silos DIN EN 1991-1-6/NA:2010-12 6 NA DIN EN 1993-4-2, Eurocode 3: Design of steel structures Part 4-2: Silos, tanks and pipelines Tanks NA DIN EN 1998-1, Eurocode 8: Design of structures for earthquake resistance Part 1: General rules, seismic actions and rules for

28、buildings NA DIN EN 1998-1/NA, National Annex Nationally determined parameters Eurocode 8: Design of structures for earthquake resistance Part 1: General rules, seismic actions and rules for buildings 2 Classification of actions 2.2 Construction loads NDP re 2.2(4) The limits shall be defined for th

29、e individual project. 3 Design situation 3.1 General Identification of design situations NDP re 3.1(1) DIN EN 1991-1-4 applies in conjunction with DIN EN 1991-1-4/NA. NDP re 3.1(5) NOTE 1 The recommended return periods apply (see Table 3.1). NDP re 3.1(5) NOTE 2 The recommended basic value of v = 20

30、 m/s applies as the minimum wind velocity during execution for durations of up to 3 months. NDP re 3.1(7) DIN EN 1990 applies. NDP re 3.1(8) The provisions of Annex A2 and DIN EN 1990 apply. 3.3 Limit states NDP re 3.3(2) The standards of the DIN EN 1992 to DIN EN 1999 series apply in conjunction wi

31、th their National Annexes. NDP re 3.3(6) The standards of the DIN EN 1992 to DIN EN 1999 series apply in conjunction with their National Annexes. 4 Representation of actions 4.9 Actions caused by water NDP re 4.9(6) DIN 19704-1 applies. DIN EN 1991-1-6/NA:2010-12 7 4.10 Actions due to atmospheric ic

32、ing NDP re 4.10(1)P The representative values shall be defined for the individual project. DIN EN 1993-3-1 gives guidance for steel towers and masts and DIN EN 1993-3-2 for steel chimneys. 4.11 Construction loads NDP re 4.11.1(1), Table 4.1 The recommended values apply. NDP re 4.11.2(1) Clause 4.11.

33、2 is replaced by the following text: 1) The characteristic values for actions due to personnel and hand tools to be assumed when considering formwork during the casting of concrete are given in Table NA.1. Table NA.1 Characteristic values of actions during casting of concrete (in addition to self-we

34、ight of element and loads due to fresh concrete) Action Loaded area Load in kN/m21 Inside the working area 3 m 3 m (or the span length if less) 1,5 2 Outside the working area 0,75 2) Loads according to 1 and 2, as given in Table NA.1, are intended to be positioned to cause the maximum effects (see F

35、igure NA.1). a) Single-span system b) Two-span system Key 1 Loads according to Table 1, line 1 2 Loads according to Table 1, line 2 3 Self-weight of member when fresh concrete aSize of working areas is 3 m Figure NA.1 Examples of load configuration during casting of concrete DIN EN 1991-1-6/NA:2010-

36、12 8 4.12 Accidental actions NDP re 4.12(1)P Dynamic effects shall be defined for the individual project. The recommended value of the dynamic amplification factor is 2. NDP re 4.12(2) The dynamic effects due to falls of equipment shall be given for the individual project. NDP re 4.12(3) The recomme

37、nded values apply. 4.13 Seismic actions NDP re 4.13(2) DIN EN 1998-1 applies in conjunction with DIN EN 1998-1/NA. DIN EN 1991-1-6/NA:2010-12 9 Annex A1 (normative) Supplementary rules for buildings A1.1 Ultimate limit states NDP re A1.1(1) 1) Table NA.A1.1 gives the factors for accidental actions o

38、n buildings. Table NA.A1.1 factors for accidental actions on buildings Variable actions oa2bSite personnel, and hand tools (Qca) 0,5 0,2 Storage of movable items (building/construction materials and precast elements) (Qcb) 0,5 0,2 Heavy equipment moved onto site (Qcc) 0,5 0,2 Cranes, vehicles, lift

39、trucks, power installations (Qcd): frequent use occasional use 0,6 0,6 0,5 0 Thermal actionsb0,5 0 Wind actionsb (Qwn) 0,5 0 Actions due to snowb (Qsn) 0,5 0 Actions due to waterb (Qwa) 0,5 0 aOnly to be taken into account where there is a possibility of simultaneity. bTo be applied to representativ

40、e values.2) Table NA.A1.2 gives the factors for accidental actions on bridges. Table NA.A1.2 factors for accidental actions on bridges Variable actions oa2bSite personnel, and hand tools (Qca) 0,4 0,2 Storage of movable items (building/construction materials and precast elements) (Qcb) 0,4 0,2 Heavy

41、 equipment moved onto site (Qcc) 1 1 Cranes, vehicles, lift trucks, power installations (Qcd) To be indicated in the technical requirements for the project. Horizontal forces (Fh) 1 0 Wind actionsb (where simultaneity possible) (Qwn) 0,8 0 Snow loadsb (where simultaneity possible) (Qsn) 0,8 0 Temper

42、ature and shrinkageb0,6 0 Actions due to water loads (Qwa) To be indicated in the technical requirements for the project. aOnly to be taken into account where there is a possibility of simultaneity. bTo be applied to representative values.A1.3 Horizontal actions NDP re A1.3(2) DIN EN 12812 applies t

43、o falsework, DIN EN 12810-1, DIN EN 12810-2 and DIN EN 12811-1 to DIN EN 12811-3 apply to working scaffolds, and DIN 4420-1, DIN 4420-2 and DIN 4420-3 apply to service scaffolds. DIN EN 1991-1-6/NA:2010-12 10 Annex A2 (normative) Supplementary rules for bridges A2.3 Design values of deflections NDP

44、re A2.3(1) Atmospheric ice loads shall be taken from the technical requirements for the individual project. A2.4 Snow loads NDP re A2.4(2) The recommended value applies. NDP re A2.4(3) The recommended value applies. A2.5 Construction loads NDP re A2.5(2) The recommend value applies. NDP re A2.5(3) The recommended values apply.