EN 13747-2005 en Precast concrete products - Floor plates for floor systems (Incorporates Amendment A2 2010)《预制混凝土产品 地板系统用波纹板》.pdf
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1、BRITISH STANDARD BS EN 13747:2005 +A2:2010Incorporating corrigendum December 2006Precast concreteproducts Floor plates forfloor systemsICS 91.100.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39
2、g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58National forewordThis British Standard is the UK implementation of EN 13747:2005+A2:2010, incorporating corrigendum December 2006. It supersedes BS EN 13747:2005+A1:2008 which is withdrawn.The start and finish of text introduced or altered by amendment
3、 is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated by !“.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Text altered by CEN corri
4、gendum December 2006 is indicated in the text by .The UK participation in its preparation was entrusted to Technical Committee B/524, Precast concrete products.A list of organizations represented on this committee can be obtained on request to its secretary.EN 13747 is a “harmonized” European Standa
5、rd and fully takes into account the requirements of the European Commission mandate M/100, Precast concrete products, given under the EU Construction Products Directive (89/106/EEC), and is intended to lead to CE marking.This publication does not purport to include all the necessary provisions of a
6、contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 13747:2005+A2:2010This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 13 January 2006 BSI 2010Amendment
7、s/corrigenda issued since publicationAmd. No. Date Comments 17331Corrigendum No. 128 September 2007Implementation of CEN corrigendum December 200630 June 2009 Implementation of CEN amendment A1:200831 August 2010 Implementation of CEN amendment A2:2010ISBN 978 0 580 67913 1EUROPEAN STANDARD NORME EU
8、ROPENNE EUROPISCHE NORM EN 13747:2005+A2 March 2010 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 Eur
9、opean Standard was approved by CEN on 17 February 2005 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 st
10、ipulate the conditions for giving this European Standard 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 Standa
11、rd exists in three official versions (English, French, 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 stan
12、dards bodies of Austria, Belgium, Bulgaria, Croatia, 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
13、United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION 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 13747:20
14、05+A2:2010: EEN 13747:2005+A2:2010 (E) 2 Contents Page 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 standar
15、d, its number is omitted and this may result in a gap 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 Prestre
16、ssing steel . 134.1.5 Inserts and connectors 134.2 Production 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 characteri
17、stics 234.3.3 Mechanical resistance 234.3.4 Resistance 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 Posit
18、ion of reinforcement 265.2.2 Floor plate dimensions 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 28
19、6.1 General . 286.2 Type testing . 286.3 Factory production control 297 Marking 29BS EN 13747:2005+A2:2010EN 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 com
20、posite slabs 32B.1 Scope 32B.2 Different types of composite 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
21、 space between ribs 34C.1.4 Distance between the edge of 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 Dimensio
22、ns 38Annex D (informative) Monolithism of composite slabs . 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
23、 Effective support length . 44E.2.2 Types of connections 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 p
24、lates . 53F.3 Bending ultimate limit state . 55F.4 Serviceability 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 Transver
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