DIN EN 13224-2012 Precast concrete products - Ribbed floor elements German version EN 13224 2011《预制混凝土产品 密肋楼板要素 德文版 EN 13224-2011》.pdf

1、January 2012 Translation by DIN-Sprachendienst.English price group 17No 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 91.100.30!$y3“1861661www.din.deDDIN EN 13224Precast concrete products Ribbed floor elementsEnglish translation of DIN EN 13224:2012-01Betonfertigteile Deckenplatten mit StegenEnglische bersetzung von DIN EN 13224:2012-01Produits prfabriqus en bton Elments de plancher nervursTraduction anglaise de

3、DIN EN 13224:2012-01SupersedesDIN EN 13224:2007-08See start of applicationwww.beuth.deDocument comprises 45 pagesIn case of doubt, the German-language original shall be considered authoritative.01.12 DIN EN 13224:2012-01 2 A comma is used as the decimal marker. Start of application The start of appl

4、ication of this standard is due to be 1 January 2012. DIN EN 13224:2007-08 may be used in parallel until 30 July 2013. It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Bundesanzeiger (German Federal Gazett

5、e) and from the date given therein. National foreword This standard has been prepared by Technical Committee CEN/TC 229 “Precast concrete products” (Secretariat: AFNOR, France). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering S

6、tandards Committee), Working Committee NA 005-07-08 AA Betonfertigteile (SpA zu CEN/TC 229). Amendments This standard differs from DIN EN 13224:2007-08 as follows: a) the scope has been extended to include cover elements with bottom slab (as shown in Annex A); b) the requirement on planarity has bee

7、n deleted (Subclauses 4.3.1.1 and 5.2); c) the requirement on camber or sag has been deleted (Subclauses 4.3.1.1 and 5.2); d) a rule for floor elements without shear reinforcement has been added (Subclause 4.3.3.3); e) a new template for Annex ZA has been adopted. Previous editions DIN EN 13224: 200

8、7-08, 2004-11 DIN EN 13224 Berichtigung 1: 2005-10 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13224 November 2011 ICS 91.100.30 Supersedes EN 13224:2004+A1:2007English Version Precast concrete products - Ribbed floor elements Produits prfabriqus en bton - Elments de plancher nervurs Betonf

9、ertigteile - Deckenplatten mit Stegen This European Standard was approved by CEN on 1 October 2011. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-

10、to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by transl

11、ation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland

12、, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMI

13、TEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13224:2011: EEN 13224:2011 (E) 2 Contents Page Foreword 4Introduction .61 Scope 72 Normative references 73 Ter

14、ms, definitions, and symbols 73.1 Terms and definitions .74 Requirements .84.1 Material requirements .84.2 Production requirements 84.3 Finished product requirements 84.3.1 Geometrical properties .84.3.2 Surface characteristics 104.3.3 Mechanical resistance 104.3.4 Resistance and reaction to fire .

15、114.3.5 Acoustic properties 114.3.6 Thermal properties . 114.3.7 Durability . 114.3.8 Other requirements. 115 Test methods . 125.1 General . 125.2 Tests on concrete . 125.3 Measuring of dimensions and surface characteristics 126 Evaluation of conformity 126.1 General . 126.2 Type testing . 126.3 Fac

16、tory production control 126.4 Finished products . 127 Marking and labelling . 138 Technical documentation 13Annex A (informative) Examples of elements . 14Annex B (normative) Minor floor elements 16B.1 General . 16B.2 Additional requirements for minor floor elements 16B.2.1 General . 16B.2.2 Dimensi

17、ons 16B.2.3 Minimum strength of concrete 17B.3 Special rules for minor floor elements . 17B.3.1 Bearing length . 17B.3.2 Transverse load distribution . 18B.3.3 Detailing . 18Annex C (informative) Unintended negative moments . 20Annex D (informative) Thermal maps . 23Annex E (informative) Transverse

18、load distribution . 27Annex F (informative) Diaphragm action . 28DIN EN 13224:2012-01 EN 13224:2011 (E) 3 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 29ZA.1 Scope and relevant characteristics . 29ZA.2 Procedure for at

19、testation of conformity of precast ribbed floor elements . 31ZA.2.1 System of attestation of conformity 31ZA.2.2 EC Certificate and Declaration of conformity . 32ZA.3 CE marking and labelling 33ZA.3.1 General . 33ZA.3.2 Declaration of geometrical data and material properties (method 1) 35ZA.3.3 Decl

20、aration of product properties (method 2) 37ZA.3.4 Declaration of compliance with a given design specification provided by the client (method 3a) 39ZA.3.5 Declaration of compliance with a given design specification provided by the manufacturer according to the clients order (method 3b) . 41Bibliograp

21、hy 43DIN EN 13224:2012-01 EN 13224:2011 (E) 4 Foreword This document (EN 13224:2011) has been prepared by Technical Committee CEN/TC 229 “Precast concrete products”, the secretariat of which is held by AFNOR. This European Standard shall be given the status of a national standard, either by publicat

22、ion of an identical text or by endorsement, at the latest by May 2012, and conflicting national standards shall be withdrawn at the latest by August 2013. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall no

23、t be held responsible for identifying any or all such patent rights. This document supersedes EN 13224:2004+A1:2007. Significant technical changes compared to the previous version are: a) change in the scope to also cover elements with bottom slab (as shown in Annex A); b) deletion of the requiremen

24、t on planarity (in 4.3.1.1 and 5.2); c) deletion of the requirement on camber or sag (in 4.3.1.1 and 5.2); d) addition of a rule for elements without shear reinforcement in 4.3.3.3; e) adoption of the new template for Annex ZA. This document has been prepared under a mandate given to CEN by the Euro

25、pean Commission and the European Free Trade Association, and supports essential requirements of the Construction Products Directive (89/106/EEC) of the European Union (EU). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. This standard is o

26、ne of a series of product standards for precast concrete products. For common aspects, reference is made to EN 13369: Common rules for precast products, from which also the relevant requirements of the EN 206-1: Concrete Part 1: Specification, performances, production and conformity are taken. The r

27、eferences to EN 13369 by CEN/TC 229 product standards are intended to make them homogeneous and to avoid repetitions of similar requirements. Eurocodes are taken as a common reference for design aspects. The installation of some structural precast concrete products is dealt with by EN 13670:2009 Exe

28、cution of concrete structures. In all countries it can be accompanied by alternatives for national application. The programme of standards for structural precast concrete products comprises the following standards, in some cases consisting of several parts: EN 1168, Precast concrete products Hollow

29、core slabs EN 12794, Precast concrete products Foundation piles EN 12843, Precast concrete products Masts and poles DIN EN 13224:2012-01 EN 13224:2011 (E) 5 EN 13224, Precast concrete products Ribbed floor elements EN 13225, Precast concrete products Linear structural elements EN 13693, Precast conc

30、rete products Special roof elements EN 13747, Precast concrete products Floor plates for floor systems EN 13978, Precast concrete products Precast concrete garages EN 14843, Precast concrete products Stairs EN 14844, Precast concrete products Box culverts EN 14991, Precast concrete products Foundati

31、on elements EN 14992, Precast concrete products Wall elements EN 15037, Precast concrete products Beams for beam-and-block floor systems This standard defines in Annex ZA the application methods of CE marking to products designed using the relevant EN Eurocodes (EN 1992-1-1 and EN 1992-1-2). Where,

32、in default of applicability conditions of EN Eurocodes to the works of destination, design Provisions other than EN Eurocodes are used for mechanical strength and/or fire resistance, the conditions to affix CE marking to the product are described in ZA.3.4. According to the CEN/CENELEC Internal Regu

33、lations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Ma

34、lta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 13224:2012-01 EN 13224:2011 (E) 6 Introduction The evaluation of conformity given in this standard refers to the completed precast elements which are supplied to the mar

35、ket and covers all the production operations carried out in the factory. For design rules and resistance to fire, reference is made to EN 1992-1-1 and EN 1992-1-2. Additional complementary rules are provided where necessary. 4.3.3 and 4.3.4 include specific provisions resulting from the application

36、of EN 1992-1-1, and EN 1992-1-2 rules made specific for the concerned product. The use of these provisions is consistent with a design of works made with EN 1992-1-1 and EN 1992-1-2. DIN EN 13224:2012-01 EN 13224:2011 (E) 7 1 Scope This document identifies the requirements, the basic performance cri

37、teria and evaluation of conformity for precast ribbed elements made of reinforced or prestressed normal weight concrete, used in floors or roofs. The elements consist of a top and/or bottom slab and one or more (usually two) ribs; transverse ribs may also be present. Some examples of precast element

38、s considered in this document are shown in Annex A. Specific requirements for minor floor elements are listed in Annex B. This document covers terminology, performance criteria, tolerances, relevant physical properties, test methods and aspects of transport and erection. This document does not cover

39、 load-bearing capacity determined by testing. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any a

40、mendments) applies. EN 1990:2002, Eurocode: Basis of structural design EN 1991-1-6:2005, Eurocode 1 Actions on structures Part 1-6: General actions Actions during execution EN 1992-1-1:2004, Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings EN 1992-1-2:2004, E

41、urocode 2: Design of concrete structures Part 1-2: General rules Structural fire design EN 13369:2004, Common rules for precast concrete products 3 Terms, definitions, and symbols 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1992-1-1:2004 and EN

42、13369:2004 and the following apply. 3.1.1 ribbed precast concrete element precast unit consisting in a slab stiffened by one or more ribs 3.1.2 minor floor element ribbed precast floor elements having limited dimensions, which are in compliance with Annex B DIN EN 13224:2012-01 EN 13224:2011 (E) 8 4

43、 Requirements 4.1 Material requirements For general aspects, reinforcing and prestressing steel, inserts and connectors, the relevant subclauses of EN 13369:2004, 4.1 shall apply. For constituent materials of concrete EN 206-1 applies. In particular, the ultimate tensile and tensile yield strength o

44、f steel shall be considered. 4.2 Production requirements The production of precast ribbed elements shall comply with the requirements in EN 13369:2004, 4.2. NOTE In addition to EN 13369:2004, 4.2.2 for cast-in-situ concrete considered to act compositely with precast units in the structural resistanc

45、e (e.g. structural top layer), the minimum strength class is C 20/25. In particular, the compressive strength of concrete shall be considered. For minor floor elements, strength classes shall comply with B.2.3. 4.3 Finished product requirements 4.3.1 Geometrical properties 4.3.1.1 Production toleran

46、ces Complementary to EN 13369:2004, 4.3.1.1 the following tolerances shall apply (Figure 1). DIN EN 13224:2012-01 EN 13224:2011 (E) 9 Figure 1 Reference points for standard check of tolerances DIMENSION PERMITTED DEVIATION (mm) Skewness () 15 Lateral bow ( ) 10 or L/1 000 (whichever is greater) Angu

47、lar deviation of ribs () 15 Methods of measurements are given in 5.3. For prestressed elements the values of tolerance in lateral bow () and angular deviation of ribs () can be increased by 50 %; this includes the effect of prestressing tolerances. For minor floor elements according to Annex B, the

48、permitted deviation on length is 25 mm. 4.3.1.2 Minimum dimensions EN 13369:2004, 4.3.1.2 shall apply. 4.3.1.3 Longitudinal connections If the precast units are connected along their longitudinal edges by means of a cast in situ mortar or concrete joint, the minimum joint width shall be at least 30 mm at the top to allow satisfactory casting. The joint fac