1、January 2012 Translation by DIN-Sprachendienst.English price group 8No 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; 91.080.30!$y$M“1860142www.din.deDDIN EN 1996-2/NANational Annex Nationally determined parameters Eurocode 6: Design of masonry structures Part 2: Designconsiderations, selection of materials and execution of masonryEnglish translation of DIN EN 1996-2/NA:2012-01Nationaler Anhang National
3、 festgelegte Parameter Eurocode 6: Bemessung und Konstruktion von Mauerwerksbauten Teil 2: Planung,Auswahl der Baustoffe und Ausfhrung von MauerwerkEnglische bersetzung von DIN EN 1996-2/NA:2012-01Supersedes: see belowwww.beuth.deDocument comprises 12 pagesIn case of doubt, the German-language origi
4、nal shall be considered authoritative.Annexe Nationale Paramtres dtermins au plan national Eurocode 6: Calcul des ouvrages en maonnerie Partie 2: Conception, choix de matriaux et mise en uvre des maonneries Ersatzvermerk Together with DIN EN 1996-1-1:2010-12, DIN EN 1996-1-1/NA:2010-12, DIN EN 1996-
5、2:2010-12, DIN EN 1996-3:2010-12 and DIN EN 1996-3/NA:2012-01 supersedes DIN 1053-1:1996-11; together with DIN EN 1996-1-1:2010-12, DIN EN 1996-1-1/NA:2010-12 and DIN EN 1996-2:2010-12 supersedes DIN 1053-3:1990-02 Traduction anglaise de DIN EN 1996-2/NA:2012-0103.12 DIN EN 1996-2/NA:2012-01 2 A com
6、ma is used as the decimal marker. Contents Page Foreword . 3 NA 1 Scope . 4 NA 2 National provisions for the application of DIN EN 1996-2:2010-12 4 NA 2.1 General . 4 NA 2.2 National provisions. 4 Re 1 General . 4 NCI re 1.1 Scope of Part 2 of Eurocode 6 4 NCI re 1.2 Normative references 4 Re 2 Desi
7、gn considerations 5 NCI re 2.2.1 General . 5 NCI re 2.2.4 Ancillary components and reinforcement 5 NDP re 2.3.1 Detailing 5 NCI re 2.3.1 Detailing . 5 NCI re 2.3.2 Joint finishes . 6 NDP re 2.3.4.2(2) Spacing of movement joints . 6 Re 3 Execution . 6 NCI re 3.1 General 6 NDP re 3.4(3) Permissible de
8、viations 6 NDP re 3.5.3.1(1) Pointing . 6 NCI re 3.6.3 Protection against freeze/thaw cycling . 6 NCI re Annex B Acceptable specifications of masonry units and mortar for durable masonry in various exposure conditions . 6 NCI re Annex C Selection of material and corrosion protection specifications f
9、or ancillary components according to exposure classes . 6 NCI Annex NA.D (informative) Cavity walls . 7 NA.D.1 General provisions with regard to execution . 7 NA.D.2 Cavities 10 NA.D.3 Thermal insulation 10 NCI Annex NA.E (informative) Provisions for the execution of basement walls . 11 NCI Annex NA
10、.F (informative) Checks and tests 12 NA.F.1 Masonry units and elements 12 NA.F.2 Masonry mortar . 12 DIN EN 1996-2/NA:2012-01 3 Foreword This document has been prepared by Working Committee NA 005-06-01 AA Mauerwerksbau of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Commit
11、tee). This document is the National Annex to DIN EN 1996-2:2010-12, Eurocode 6: Design of masonry structures Part 2: Design considerations, selection of materials and execution of masonry. European Standard EN 1996-2:2006 allows national safety parameters, referred to as Nationally Determined Parame
12、ters (NDPs), to be specified for a number of points. The NDPs cover alternative verification 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 po
13、ssibility of national choice and are listed in Clause NA.2.1. This National Annex also includes non-contradictory complementary information (NCI) for the application of DIN EN 1996-2:2010-12 National paragraphs are preceded by the letters NA and the paragraph number in brackets. This National Annex
14、is an integral part of DIN EN 1996-2:2010-12. Amendments This document differs from DIN 1053-1:1996-11 and DIN 1053-3:1990-02 as follows: a) a number of provisions from the above standards have been included in this National Annex as non-contradictory complementary information (NCI); b) nationally d
15、etermined parameters (NDPs) have been included in accordance with EN 1996-2; c) provisions for basement walls and for cavity walls are given in separate annexes. Previous editions DIN 4156: 1943-05 DIN 1053: 1937x-02, 1952-12, 1962-11 DIN 1053-1: 1974-11, 1990-02, 1996-11 DIN 1053-2: 1984-07, 1996-1
16、1 DIN 1053-3: 1990-02 DIN EN 1996-2/NA:2012-01 4 NA 1 Scope This National Annex contains national provisions relating to the design of buildings and civil engineering works constructed with unreinforced and reinforced masonry where the reinforcement is added to provide ductility and strength or incr
17、ease durability. These national specifications are to be taken into account when applying DIN EN 1996-2:2010-12 in Germany. This National Annex is only valid in conjunction with DIN EN 1996-2:2010-12. NA 2 National provisions for the application of DIN EN 1996-2:2010-12 NA 2.1 General EN 1996-2:2006
18、 refers to the option of choosing Nationally Determined Parameters (NDPs) at the following places in the text: 2.3.4.2(2) Spacing of movement joints; 3.5.3.1(1) Pointing. In addition to general references to non-contradictory complementary information, the following paragraphs may contain specific r
19、eferences: 1.1(2)P Scope of Part 2 of Eurocode 6; 2.3.1(1) Detailing; 3.4(3) Permissible deviations. In addition, NA.2.2 contains non-contradictory complementary information for the application of DIN EN 1996-2:2010-12. This information is preceded by the letters NCI. NA 2.2 National provisions In t
20、he following, the clauses are numbered as in DIN EN 1996-2:2010-12. Supplementary clauses have been added as required. Re 1 General NCI re 1.1 Scope of Part 2 of Eurocode 6 The following is added to paragraph (2)P: The functions of the walls as regards thermal and noise insulation as well as the pro
21、tection against fire and moisture shall be taken into account when selecting components. NCI re 1.2 Normative references NA DIN 1054, Subsoil Verification of safety of earthworks and foundations Supplementary rules to DIN EN 1997-1 NA DIN 4108-3, Thermal protection and energy economy in buildings Pa
22、rt 3: Protection against moisture subject to climate conditions Requirements and directions for design and construction NA DIN 4108-10, Thermal insulation and energy economy in buildings Part 10: Application-related requirements for thermal insulation materials Factory made products NA DIN 18195-2,
23、Water-proofing of buildings Part 2: Materials DIN EN 1996-2/NA:2012-01 5 NA DIN 18195-4, Water-proofing of buildings Part 4: Water-proofing against ground moisture (capillary water, retained water) and non-accumulating seepage water under floor slabs and on walls, design and execution NA DIN 18202,
24、Tolerances in building construction Structures NA DIN 18515 (all parts), Cladding NA DIN V 106, Calcium silicate units with specific properties NA DIN V 18550, Plastering/rendering and plastering/rendering systems Execution NA DIN V 18580:2007-03, Special masonry mortar NA DIN V 20000-202, Use of bu
25、ilding products in construction works Part 202: Adaption standard for flexible sheets for waterproofing according to European standards for the use as waterproofing NA DIN V 20000-412, Application of building products in structures Part 412: Rules for the application of masonry mortar in accordance
26、with DIN EN 998-2:2003-09 NA DIN EN 998-1, Specification for mortar for masonry Part 1: Rendering and plastering mortar NA DIN EN 13969, Flexible sheets for waterproofing Bitumen damp proof sheets including bitumen basement tanking sheets Definitions and characteristics Re 2 Design considerations NC
27、I re 2.2.1 General (NA.4) In order to simplify execution and inspection, the number of different types of masonry unit and mortar groups used in any single storey should be limited. (NA.5) Masonry units and mortars that remain directly exposed to outdoor conditions shall be frost-resistant. If the p
28、roduct standard includes a number of frost resistance classes, the units with the highest frost resistance shall be used for chimney coping, basement entrances, retaining walls, garden walls, textured masonry walls and similar applications. Calcium silicate masonry units with surface coatings may on
29、ly be used in outer leaves if their frost resistance under unfavourable weather conditions has been verified in accordance with DIN EN 771-2 or DIN V 106. NCI re 2.2.4 Ancillary components and reinforcement (NA.2) Note 1 and Annex C do not apply in Germany. NDP re 2.3.1 Detailing Annexes NA.D and NA
30、.E contain additional information. NCI re 2.3.1 Detailing (NA.2) Horizontal and gently sloping masonry surfaces that are directly exposed to outdoor conditions such as wall copings, chimney copings or parapets shall be designed so as to prevent ingress of water (e.g. by providing coverings or drip e
31、dges). DIN EN 1996-2/NA:2012-01 6 NCI re 2.3.2 Joint finishes (NA.2) Joints in vaulting masonry shall be as narrow as possible, with a thickness not exceeding 20 mm at the extrados. Outer walls shall be designed to withstand driving rain. Reference should be made to the guidance given in DIN 4108-3.
32、 NDP re 2.3.4.2(2) Spacing of movement joints The values recommended in Note 1 apply. Re 3 Execution NCI re 3.1 General (NA.3) Annex NA.F contains guidance on checking and testing masonry units and mortar. NDP re 3.4(3) Permissible deviations The provisions regarding the permissible deviations of ma
33、sonry elements given in Table 3.1 apply. They do not affect more detailed provisions, such as those given in DIN 18202. NDP re 3.5.3.1(1) Pointing The minimum depth of joints to be pointed is given in NA.D.1, paragraph (4), d). NCI re 3.6.3 Protection against freeze/thaw cycling (NA.3) When building
34、 in cold weather where there is a risk of frost, all materials and walls shall be properly protected against freezing (e.g. by enclosing them). (NA.4) The use of anti-freezing agents is not permitted. Freshly laid masonry shall be protected against frost, e.g. by covering. (NA.5) The use of de-icing
35、 salt is not permitted. (NA.6) Any parts of masonry walls damaged by frost or other effects shall be removed before continuing the work. NCI re Annex B Acceptable specifications of masonry units and mortar for durable masonry in various exposure conditions Annex B does not apply in Germany. NCI re A
36、nnex C Selection of material and corrosion protection specifications for ancillary components according to exposure classes Annex C does not apply in Germany. DIN EN 1996-2/NA:2012-01 7 NCI Annex NA.D (informative) Cavity walls NOTE Provisions from various parts of DIN EN 1996 have been grouped toge
37、ther in this Annex in order to provide an overview. This Annex does not contain any new provisions. NA.D.1 General provisions with regard to execution (1) The space between the two masonry leaves of a cavity wall generally a loadbearing inner leaf and a non-loadbearing outer leaf is referred to as a
38、 cavity. The cavity may or may not contain thermal insulation. (2) Cavity walls may be designed as uninsulated walls, i.e. the space between the two leaves does not contain any thermal insulation. The width of the cavity thus corresponds to the distance between the two masonry leaves. (3) Cavity wal
39、ls may also be either partially or fully filled with thermal insulation material. In this case, the thermal insulation may consist of either a single layer or several layers of thermal insulating material. (4) The following applies to non-loadbearing outer leaves (i.e. veneer walls or facework) tied
40、 to a loadbearing backing wall (inner leaf): a) The design shall be based on the thickness of the loadbearing inner leaf only. b) The minimum thickness of outer leaves is 90 mm. Thinner outer leaves are treated as cladding as specified in DIN 18515. The minimum length of any masonry piers in the out
41、er leaf that only have to withstand loads from the outer leaf shall be 240 mm. The outer leaf should be supported over its entire length and width. Where the support is interrupted (e.g. by corbels) all masonry units shall be supported on both sides. c) The outer masonry leaf shall be made of frost-
42、resistant masonry units or rendered non-frost resistant masonry units. The rendering shall satisfy the requirements of DIN EN 998-1 in conjunction with DIN V 18550. d) Outer leaves with thicknesses of 115 mm should be laterally supported at vertical intervals of around 12 m. They may extend up to 25
43、 mm beyond their support. If such leaves do not extend over more than two storeys or they are supported at every second storey they may project beyond the support by up to 38 mm. Allowance for such projections shall be made in the analysis of the bearing pressure. Where exposed joints are not finish
44、ed flush, they should be raked out to a depth of at least 15 mm and then pointed. e) Outer leaves with thicknesses t equal to or greater than 105 mm and less than 115 mm are not permitted to exceed a height of 25 m above ground level and shall be laterally supported at vertical intervals of around 6
45、 m. Gables not exceeding 4 m in height in buildings up to two full storeys high do not need any additional lateral support. Such outer leaves shall not extend more than 15 mm beyond their supports and the mortar joints should be finished flush. Where exposed joints are not finished flush, they shoul
46、d be raked out to a depth of at least 15 mm and then pointed. DIN EN 1996-2/NA:2012-01 8 f) Outer leaves with thicknesses t equal to or greater than 90 mm and less than 105 mm are not permitted to exceed a height of 20 m above ground level and shall be laterally supported at vertical intervals of ar
47、ound 6 m. Gables not exceeding 4 m in height in buildings up to two full storeys high do not need any additional lateral support. Exposed joints should be finished flush. Such outer leaves shall not extend more than 15 mm beyond their supports. g) The masonry leaves shall be connected by stainless s
48、teel ties with a German national technical approval (agrment) or by stainless steel ties in accordance with DIN EN 845-1 whose application is covered by a German national technical approval. The following applies to ties with the shapes and dimensions shown in Figure NA.D.1: vertical spacing: not more than 500 mm; horizontal spacing: not more than 750 mm; clear distance between the masonry leaves: not more than 150 mm; diameter: 4 mm; general purpose masonry mortar of group IIa or better;
