1、August 2010 Translation by DIN-Sprachendienst.English price group 28No 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、 91.100.30!$jP0“1714513www.din.deDDIN EN 13747Precast concrete products Floor plates for floor systems (includes Amendment A2:2010)English translation of DIN EN 13747:2010-08Betonfertigteile Deckenplatten mit Ortbetonergnzung (enthlt nderung A2:2010)Englische bersetzung von DIN EN 13747:2010-08Produ
3、its prfabriqus en bton Prdalles pour systmes de planchers (Amendement A2:2010 inclus)Traduction anglaise de DIN EN 13747:2010-08SupersedesDIN EN 13747:2009-06See start of validitywww.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.8908
4、.10 DIN EN 13747:2010-08 A comma is used as the decimal marker. Start of validity This standard is due to take effect on 1 September 2010. 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 (G
5、erman Federal Gazette) 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
6、 Civil Engineering Standards Committee), Working Committee NA 005-07-08 AA Betonfertigteile (SpA CEN/TC 229). Amendments This standard differs from DIN EN 13747:2009-06 as follows: a) Amendment A2:2010 approved by CEN on 2010-02-14 has been incorporated in this document. b) Clause 1 “Scope” has been
7、 modified: reference is made to EN 1168 or EN 13224 if major part of mechanical resistance is taken up by precast stiffening ribs; floor plates for bridge decks have been deleted from the scope. c) Specifications relating to protruding reinforcements have been rendered more precise. d) Requirements
8、relating to the compressive strength of reinforced and prestressed floor plates have been rendered more precise (4.2.2.2). e) The evaluation of spalling stress in the ribs without shear reinforcement has been specified and requirements have been included (4.2.3.2.1). f) The conditions for use have b
9、een slightly modified (4.3.3.6.3). g) Descriptions of reinforcement positions now explicitly include the position of transverse reinforcement (5.2.1.1). h) In Annex C (informative), the nominal width of stiffening ribs has been limited. i) In Annex E (informative), Figures E.2c and E.6a have been re
10、vised. j) In Annex F (informative), the reference to Annex C has been replaced by reference to Annex D. k) The headings of some subclauses in clause 4 have been modified. Previous editions DIN EN 13747: 2007-04, 2009-06 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13747:2005+A2 March 2010
11、ICS 91.100.30 Supersedes EN 13747:2005+A1:2008English Version Precast concrete products - Floor plates for floor systems Produits prfabriqus en bton - Prdalles pour systmes de planchers Betonfertigteile - Deckenplatten mit Ortbetonergnzung This European Standard was approved by CEN on 17 February 20
12、05 and includes Corrigendum 1 issued by CEN on 6 December 2006, Amendment 1 approved by CEN on 14 September 2008 and Amendment 2 approved by CEN on 14 February 2010. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Stan
13、dard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre or to any CEN member. This European Standard exists in three official versions (English, Frenc
14、h, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia,
15、 Cyprus, Czech Republic, Denmark, Estonia, Finland, 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 STANDARDIZATI
16、ON COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13747:2005+A2:2010: EEN 13747:2005+A2:2010 (E) 2 Contents Pa
17、ge The numbering of clauses is strictly related to EN 13369:2004 Common rules for precast concrete products, at least for the first three digits. When a clause of EN 13369:2004 is not relevant or included in a more general reference of this standard, its number is omitted and this may result in a ga
18、p on numbering. Foreword 5Introduction .71 Scope 82 Normative references 83 Terms and definitions .94 Requirements 134.1 Material requirements 134.1.1 General . 134.1.2 Constituent materials of concrete . 134.1.3 Reinforcing steel . 134.1.4 Prestressing steel . 134.1.5 Inserts and connectors 134.2 P
19、roduction requirements . 144.2.1 Concrete production 144.2.2 Hardened concrete . 144.2.3 Structural reinforcement 144.2.4 Positioning of reinforcement . 164.3 Finished product requirements . 224.3.1 Geometrical properties 224.3.2 Surface characteristics 234.3.3 Mechanical resistance 234.3.4 Resistan
20、ce and reaction to fire . 254.3.5 Acoustic properties 254.3.6 Thermal properties . 264.3.7 Durability . 264.3.8 Other requirements. 265 Test methods . 265.1 Tests on concrete . 265.2 Measuring of dimensions and surface characteristics 265.2.1 Position of reinforcement 265.2.2 Floor plate dimensions
21、275.2.3 Straightness of edges 275.2.4 Flatness of the moulded surface . 275.2.5 Surface characteristics 275.3 Weight of the products . 285.4 Prestressing 285.4.1 Initial prestressing force 285.4.2 Slippage of tendons 286 Evaluation of conformity 286.1 General . 286.2 Type testing . 286.3 Factory pro
22、duction control 297 Marking 29DIN EN 13747:2010-08 EN 13747:2005+A2:2010 (E) 3 8 Technical documentation . 29Annex A (normative) Inspection schemes . 30A.1 Process inspection 30A.2 Finished product inspection 31Annex B (informative) Types of composite slabs 32B.1 Scope 32B.2 Different types of compo
23、site slabs 32B.2.1 Solid composite slabs. 32B.2.2 Hollow composite slabs 32B.3 Topping 33Annex C (informative) Stiffening ribs and void formers . 34C.1 Stiffening ribs 34C.1.1 Nominal width of ribs 34C.1.2 Nominal height of ribs. 34C.1.3 Nominal space between ribs 34C.1.4 Distance between the edge o
24、f the floor plate and the centre line of the nearest rib . 35C.1.5 Specific case of reinforced floor plate with a single rib 35C.2 Void formers 36C.3 Additional examples of stiffening ribs and ball void formers 37C.3.1 General . 37C.3.2 Dimensions 38Annex D (informative) Monolithism of composite sla
25、bs . 40D.1 General . 40D.2 Strength of connecting reinforcement 41D.3 Anchorage of connecting reinforcement 41Annex E (informative) Detailing of support joints and anchorage of reinforcement of composite slabs 44E.1 Scope 44E.2 General . 44E.2.1 Effective support length . 44E.2.2 Types of connection
26、s 45E.3 Anchorage of lower reinforcements of the composite slab 47E.3.1 Anchorage on the end support 47E.3.2 Anchorage in special cases . 49Annex F (informative) Design of composite slab 53F.1 General . 53F.2 Connections between adjacent floor plates . 53F.3 Bending ultimate limit state . 55F.4 Serv
27、iceability limit state . 55F.4.1 General . 55F.4.2 Serviceability limit state design of composite slab made of reinforced floor plate . 56F.4.3 Serviceability limit states design of composite slabs made of prestressed floor plates 59F.5 Transverse bending design of composite slab 59Annex G (informat
28、ive) Concrete strength at time of prestressing . 61G.1 General . 61G.1.1 Procedure . 61G.1.2 Interpretation of results 61Annex H (informative) Composite slabs with void formers 63H.1 General . 63H.2 Material properties 63H.2.1 Polystyrene/Air voids 63H.2.2 Clay . 63H.3 Temperature profiles . 64H.4 O
29、ther items to be considered . 64Annex J (normative) Testing to determine erection spans (type testing) 65DIN EN 13747:2010-08 EN 13747:2005+A2:2010 (E) 4 J.1 General . 65J.2 Determination of erection span . 65J.2.1 Failure design (condition a) . 66J.2.2 Checking of the deflection (condition b) 67J.3
30、 Equipment . 67J.4 Preparation of test piece 67J.5 Loading 69J.6 Interpretation of results . 69J.7 Test report . 70Annex K (informative) Anchorage capacity of loops 71Annex ZA (informative) !Clauses of this European Standard addressing the provisions of the EU Construction Products Directive. 74ZA.1
31、 Scope and relevant characteristics 74ZA.2 Procedure for attestation of conformity of floor plates for floor systems 76ZA.2.1 System of attestation of conformity . 76ZA.2.2 EC Certificate and Declaration of conformity 77ZA.3 CE marking and labelling . 78ZA.3.1 General . 78ZA.3.2 Declaration of geome
32、trical data and material properties (method 1) 80ZA.3.3 Declaration of product properties (method 2) . 82ZA.3.4 Declaration of compliance with a given design specification provided by the client (method 3a) 84ZA.3.5 Declaration of compliance with a given design specification provided by the manufact
33、urer according to the clients order (method 3b) 85DIN EN 13747:2010-08 EN 13747:2005+A2:2010 (E) 5 Foreword This document (EN 13747:2005+A2:2010) has been prepared by Technical Committee CEN/TC 229 “Precast concrete products”, the secretariat of which is held by AFNOR, and was examined by and agreed
34、 with a joint working party appointed by the Liaison Group CEN/TC 229-CEN/TC 250, particularly for its compatibility with structural Eurocodes. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by Sept
35、ember 2010, and conflicting national standards shall be withdrawn at the latest by September 2010. 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 not be held responsible for identifying any or all such pa
36、tent rights. This European Standard includes Corrigendum 1 issued by CEN on 2006-12-06, Amendment 1 approved by CEN on 2008-09-14 and Amendment 2 approved by CEN on 2010-02-14. This document supersedes #EN 13747:2005+A1:2008$. The start and finish of text introduced or altered by amendment is indica
37、ted in the text by tags ! “ and # $. The modifications of the related CEN Corrigendum have been implemented at the appropriate places in the text and are indicated by the tags . This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Associ
38、ation, and supports essential requirements of EU Directive 89/106/EEC. For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. This standard is one of a series of product standards for precast concrete products. For common aspects reference is mad
39、e 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 references to EN 13369 by CEN/TC 229 product standards are intended to make them homogeneous and to avoi
40、d 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 ENV 13670-1: Execution of concrete structures Part 1: Common rules, which has at the moment the status of a European pre
41、standard. In all countries it can be accompanied by alternatives for national application and it shall not be treated as a European standard. The programme of standards for structural precast concrete products comprises the following standards, in some cases consisting on several parts: EN 1168, Pre
42、cast concrete products Hollow core slabs EN 12794, Precast concrete products Foundation piles EN 12843, Precast concrete products Masts and poles EN 13747, Precast concrete products Floor plates for floor systems DIN EN 13747:2010-08 EN 13747:2005+A2:2010 (E) 6 prEN 15037, Precast concrete products
43、Beam-and-block floor systems EN 13224, Precast concrete products Ribbed floor elements EN 13225, Precast concrete products Linear structural elements EN 14992, Precast concrete products Wall elements EN 13693, Precast concrete products Special roof elements EN 14844, Precast concrete products Box cu
44、lverts EN 13978, Precast concrete products Precast concrete garages EN 14991, Precast concrete products Foundation elements EN 15050, Precast concrete products Bridge elements EN 14843, Precast concrete products Stairs This standard defines in Annex ZA the application methods of CE marking to produc
45、ts designed using the relevant EN Eurocodes (EN 1992-1-1:2004 and EN 1992-1-2:2004). Where, 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 C
46、E marking to the product are described in ZA.3.4. According to the CEN/CENELEC Internal Regulations, 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,
47、France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 13747:2010-08 EN 13747:2005+A2:2010 (E) 7 Introduction The evaluation of conf
48、ormity given in this standard refers to the completed precast elements which are supplied to the market and covers all the production operations carried out in the factory. For design rules reference is made to EN 1992-1-1:2004. Additional complementary rules are provided where necessary. In clauses 4.3.3 and 4.3.4, the present standard includes specific provisions resulting from the application of EN 1992-1-1:2004 and EN 1992-1-2:2004 rules made specific for the concerned product. The use of these provisions is consistent with a design of works made with E
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