BS EN 15037-1-2008 Precast concrete products - Beam-and-block floor systems - Part 1 Beams《预制混凝土制品 梁和建材地板系统 梁》.pdf

1、BRITISH STANDARDBS EN 15037-1:2008Precast concrete products Beam-and-block floor systems Part 1: BeamsICS 91.100.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g4

2、3g55g3g47g36g58BS EN 15037-1:2008This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2008 BSI 2008ISBN 978 0 580 54648 8National forewordThis British Standard is the UK implementation of EN 15037-1:2008. The UK participation in its prepar

3、ation 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 15037-1 is a candidate “harmonized” European standard and fully takes into account the requirements of the European Commiss

4、ion mandate M/100, Precast concrete products, given under the EU Construction Products Directive (89/106/EEC), and is intended to lead to CE marking. The date of applicability of EN 15037-1 as a harmonized European Standard, i.e. the date after which this standard may be used for CE marking purposes

5、, is subject to an announcement in the Official Journal of the European Communities. EN 15037-1:2008 is the subject of transitional arrangements agreed under the European Commission mandate. Member States have agreed a transition period for the co-existence of BS EN 15037-1:2008 and its correspondin

6、g national standard(s). It is intended that this period will comprise a period, usually nine months, after the date of availability of the European Standard, during which any required changes to national regulations are to be made, followed by a further period, usually of 12 months, for the implemen

7、tation of CE marking. At the end of this co-existence period, the national standard(s) will be withdrawn. In the UK, there are no corresponding national standards of national origin.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its

8、 correct application.Compliance with a British Standard cannot confer immunity from legal obligations.Amendments/corrigenda issued since publicationDate CommentsEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15037-1April 2008ICS 91.100.30English VersionPrecast concrete products - Beam-and-block f

9、loor systems -Part 1: BeamsProduits prfabriqus en bton - Systmes de planchers poutrelles et entrevous - Partie 1: PoutrellesBetonfertigteile - Balkendecken mit Zwischenbauteilen -Teil 1: BalkenThis European Standard was approved by CEN on 30 June 2007.CEN members are bound to comply with the CEN/CEN

10、ELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any

11、CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN m

12、embers are the national standards bodies of Austria, Belgium, Bulgaria, 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,

13、 Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2008 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No

14、. EN 15037-1:2008: EEN 15037-1:2008 (E) 2 Contents Page The numbering of clauses is strictly related to EN 13369: Common rules for precast concrete products, at least for the first three digits. When a clause of EN 13369 is not relevant or included in a more general reference of this standard, its n

15、umber is omitted and this may result in a gap on numbering. Foreword4 Introduction .6 1 Scope 7 2 Normative references 7 3 Terms and definitions .7 4 Requirements.10 4.1 Material requirements .10 4.2 Production requirements 11 4.3 Finished product requirements16 5 Test methods24 5.1 Tests on concret

16、e 24 5.2 Measuring of dimensions and surface characteristics .24 5.3 Weight of the products25 5.4 Prestressing .25 6 Evaluation of conformity.26 6.1 General26 6.2 Type testing26 6.3 Factory production control.26 7 Marking .26 8 Technical documentation .26 Annex A (normative) Inspection schemes for b

17、eams28 A.1 General28 A.2 Process inspection28 A.3 Finished product inspection.28 Annex B (informative) Typology of beam-and-block floor systems.30 B.1 General30 B.2 Floor systems with cast in-situ structural topping 30 B.3 Floor systems with composite topping.31 B.4 Floor systems with partial toppin

18、g 32 B.5 Floors with self-bearing beams33 Annex C (informative) Monolithism of composite floor systems .34 C.1 General34 C.2 Strength of connecting reinforcement 36 C.3 Anchorage of connecting reinforcement 36 Annex D (informative) Detailing of supports and anchorage of reinforcement39 D.1 General39

19、 D.2 Construction of supports39 D.3 Anchorage of reinforcements.47 Annex E (informative) Design of composite floor systems.49 E.1 General49 E.2 Resisting section of the finished floor system.49 BS EN 15037-1:2008EN 15037-1:2008 (E) 3 E.3 Design value of the ULS mid-span bending moment (MRd) 53 E.4 S

20、erviceability limit states .54 E.5 Verification of the shear strength in composite systems .58 Annex F (informative) Design of self-bearing beams 65 F.1 General .65 F.2 Design value of the ultimate limit state bending moment.65 F.3 Serviceability limit state of prestressed beams .65 F.4 Design value

21、 of the resisting shear force.65 Annex G (informative) Diaphragm action .66 G.1 General .66 G.2 Case of low rise building 67 Annex H (normative) Testing to determine erection spans 68 H.1 General .68 H.2 Determination of erection span .68 H.3 Apparatus.69 H.4 Test arrangement 69 H.5 Loading procedur

22、e70 H.6 Interpretation of results 71 H.7 Test report73 Annex J (informative) Concrete strength at time of release of tendons .74 J.1 General .74 Annex K (informative) Resistance to fire76 K.1 General .76 K.2 Fire resistance of beam-and-block floor systems .76 K.3 Determination by testing 76 K.4 Eval

23、uation by calculation .76 K.5 Tabulated data .78 Annex L (informative) Acoustic insulation .79 L.1 General .79 L.2 Airborne sound insulation79 L.3 Impact sound insulation .79 Annex Y (informative) Choice of CE marking method.81 Y.1 General .81 Y.2 Method 1.81 Y.3 Method 2.81 Y.4 Method 3.81 Annex ZA

24、 (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 89/109/EEC, EU Construction Products Directive82 ZA.1 Scope and relevant characteristics.82 ZA.2 Procedure for attestation of conformity of beams for beam-and-block floor systems .84 ZA.3 CE mar

25、king and labelling .85 BS EN 15037-1:2008EN 15037-1:2008 (E) 4 Foreword This document (EN 15037-1:2008) 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 with a joint working party appointed by t

26、he Liasion Group CEN/TC 229-TC 250, particulary 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 October 2008, and conflicting national standards sh

27、all be withdrawn at the latest by April 2011. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, whic

28、h is an integral part of this document. European Standard for beam-and-block floor system is made of 5 parts: EN 15037-1, Precast concrete products - Beam-and-block floor systems Part 1: Beams prEN 15037-2, Precast concrete products - Beam-and-block floor systems Part 2: Concrete blocks1) prEN 15037

29、-3, Precast concrete products - Beam-and-block floor systems Part 3: Clay blocks1) prEN 15037-4, Precast concrete products - Beam-and-block floor systems Part 4: Polystyrene blocks1) prEN 15037-5, Precast concrete products - Beam-and-block floor systems Part 5: Lightweight blocks 1)This standard is

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

31、n. The references 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 ENV 13670

32、-1: Execution of concrete structures Part 1: Common rules, which has at the moment the status of a European Prestandard. In all countries it can be accompanied by alternatives for national application and it should not be treated as a European Standard. The program of standards for structural precas

33、t concrete products comprises the following standards, in some cases consisting of several parts: EN 1168, Precast concrete products Hollow core slabs EN 12794, Precast concrete products Foundation piles EN 12843, Precast concrete products Masts and poles 1) to be developed BS EN 15037-1:2008EN 1503

34、7-1:2008 (E) 5 EN 13224, Precast concrete products Ribbed floor elements EN 13225, Precast concrete products Linear structural elements EN 13693, Precast concrete products Special roof elements EN 13747, Precast concrete products Floor plates for floor systems EN 13978, Precast concrete products Pre

35、cast concrete garages EN 14843, Precast concrete products Stairs EN 14844, Precast concrete products Box culverts EN 14991, Precast concrete products Foundation elements EN 14992, Precast concrete products Wall elements EN 15050, Precast concrete products Bridge elements prEN 15258, Precast concrete

36、 products Retaining wall elements This standard defines in Annex ZA the application methods of CE marking to products 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 Pr

37、ovisions 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 Regulations, the national standards organizations of the following countries are bound to impleme

38、nt this European Standard: Austria, Belgium, Bulgaria, 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 an

39、d United Kingdom. BS EN 15037-1:2008EN 15037-1:2008 (E) 6 Introduction The evaluation of conformity 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

40、 to EN 1992-1-1:2004. Additional complementary rules are provided where necessary. Recommendations for beam-and-block floor systems are presented in informative annexes about monolithism of composite floor systems (Annex C), detailing of supports and anchorage reinforcement (Annex D), design of comp

41、osite floor systems (Annex E), design of self-bearing beams (Annex F), diaphragm action (Annex G), resistance to fire (Annex K) and acoustic insulation (Annex L). According to 1.2 of EN 1992-1-1:2004 the complementary rules, given in informative annexes in this standard, comply with the relevant pri

42、nciples given in EN 1992-1-1. Because of the fact that the experimental evidence is mainly based on elements with limited depth and width this standard is applicable to elements with these limited dimensions. This limitation is not intended to prohibit the application of elements with larger sizes,

43、but the experience is not yet wide enough to draw up standardised design rules. In 4.2.3, 4.3.2, 4.3.3 and 4.3.4, this 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 provisi

44、ons is consistent with a design of works made with EN 1992-1-1:2004 and EN 1992-1-2:2004. BS EN 15037-1:2008EN 15037-1:2008 (E) 7 1 Scope This European Standard deals with the requirements, the basic performance criteria and evaluation of conformity for precast beams made of reinforced or prestresse

45、d normal weight concrete according to EN 1992-1-1:2004, with or without clay shell, used in conjunction with blocks in compliance with prEN 15037-2 or prEN 15037-3 or prEN 15037-4 or prEN 15037-5, with or without cast in-situ concrete for the construction of beam-and-block floor and roof systems. Ex

46、amples of typology of floor and roof systems are given in Annex B. It is essential that the total depth of the beam be comprised between 60 mm and 500 mm and the beams be at centres of not more than 1,00 m. For higher depth, it is essential that the precast concrete beams be in compliance with EN 13

47、225. The products covered by this standard are intended to be used as structural floor and roof systems, including parking areas for light vehicles corresponding to traffic category F of EN 1991-1-1:2002, which are not subjected to fatigue loading. The products may be used in seismic areas provided

48、they fulfil the requirements specific to this use. 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

49、any amendments) applies. EN 1990:2002, Eurocode Basis of structural design 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, Eurocode 2: Design of concrete structures Part 1-2: General rules Structural fire design EN 10080:2005, Steel for the reinforcement of concrete Weldable reinforcing steel General EN 12390-4:2000, Testing hardened concrete Part 4: Compressive strength Specification for testing machines EN 13369:2004, Common rules for