1、BS EN15037-2:2009ICS 91.100.30NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDPrecast concreteproducts Beam-and-block floor systemsPart 2: Concrete blocks+A1:2011BS EN 15037-2:2009 Incorporating corrigendum July 2013BS EN 15037-2:2009+A1:2011ISBN 978 0 580 83418
2、 9Amendments/corrigenda issued since publicationDate Comments30 June 2011 Implementation of CEN amendment A1:201131 July 2013 National foreword updatedThis British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 August 2009 The British Standards Instit
3、ution 2013. Published by BSI Standards Limited 2013National forewordThis British Standard is the UK implementation of EN 15037-2:2009+A1:2011. It supersedes BS EN 15037-2:2009, which is withdrawn.For application in the UK, 100 mm wide blocks that conform to BS EN 771-3:2011 of either: 7.3 N/mm2or gr
4、eater compressive strength 3.5 KN transverse strength blocks tested in accordance with 5.2.4will meet the requirements of this standard.The start and finish of text introduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN am
5、endment. For example, text altered by CEN amendment A1 is indicated 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.The publication does
6、 not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15037-2:2009+A1 February 2011 ICS 91.100.30 Supe
7、rsedes EN 15037-2:2009English Version Precast concrete products - Beam-and-block floor systems - Part 2: Concrete blocks Produits prfabriqus en bton - Systmes de planchers poutrelles et entrevous - Partie 2: Entrevous en bton Betonfertigteile - Balkendecken mit Zwischenbauteilen - Teil 2: Zwischenba
8、uteile aus Beton This European Standard was approved by CEN on 25 January 2009 and includes Amendment 1 approved by CEN on 10 January 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 natio
9、nal standard without any alteration. Up-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 vers
10、ion in any other language made by translation 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, C
11、zech 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 STANDARDIZATION COMIT E
12、UROPEN DE NORMALISATION EUROPISCHES KOMITEE 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 15037-2:2009+A1:2011: E2 Contents The numbering of clauses is strictly
13、 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 gap on numbering. Page Foreword 4Introduc
14、tion .61 Scope 72 Normative references 73 Terms and definitions .74 Requirements 104.1 Material requirements 104.2 Production requirements . 114.3 Finished product requirements . 114.3.1 Geometrical properties 114.3.2 Surface characteristics 134.3.3 Mechanical resistance 134.3.4 Resistance and react
15、ion to fire . 144.3.5 Acoustic properties 154.3.6 Thermal properties . 154.3.7 Durability . 154.3.8 Other requirements. 155 Test methods . 155.1 Measuring of dimensions and surface characteristics 155.1.1 Block dimensions . 155.1.2 Surface characteristics 175.2 Mechanical strength . 185.2.1 Resistan
16、ce to concentrated loads 185.2.2 Bending strength 205.2.3 Longitudinal compression test for resisting and semi-resisting concrete blocks 215.2.4 Transverse testing of resisting and semi-resisting concrete blocks 235.3 Gross dry density of block 245.4 Drying shrinkage of lightweight concrete 246 Eval
17、uation of conformity 246.1 General . 246.2 Type testing . 246.3 Factory production control 247 Marking 258 Technical documentation 25Annex A (normative) Sampling for initial type testing and for independent testing of consignments 26A.1 General . 26A.2 Sampling procedure . 26A.2.1 Random sampling .
18、26A.2.2 Representative sampling . 26BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)3 A.2.3 Dividing the sample . 27A.2.4 Number of blocks required per test . 27Annex B (normative) Inspection schemes for concrete blocks . 28Annex ZA (informative) Clauses of this European Standard addressing the
19、 provisions of the EU Construction Products Directive . 29ZA.1 Scope and relevant characteristics . 29ZA.2 Procedure for attestation of conformity of concrete blocks for beam-and-block floor systems 31ZA.2.1 System of attestation of conformity 31ZA.2.2 EC Certificate and Declaration of conformity .
20、31ZA.3 CE marking and labelling 32ZA.3.1 General . 32ZA.3.2 Simplified label 33ZA.3.3 Information to be provided with the CE marking . 34Bibliography 36BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)4 Foreword This document (EN 15037-2:2009+A1:2011) has been prepared by Technical Committee CEN
21、/TC 229 “Precast concrete products”, the secretariat of which is held by AFNOR. This document was examined by and agreed 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 give
22、n the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2011, and conflicting national standards shall be withdrawn at the latest by August 2011. Attention is drawn to the possibility that some of the elements of this document may be
23、 the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document includes Amendment 1, approved by CEN on 2011-01-10. This document supersedes EN 15037-2:2009. The start and finish of text introduced or altered by amendment
24、is indicated in the text by tags ! “. 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, which is an
25、integral part of this document. The 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; EN 15037-2, Precast concrete products Beam-and-block floor systems Part 2: Concrete blocks; EN 15037-3, Precast
26、concrete products Beam-and-block floor systems Part 3: Clay blocks; !EN 15037-4“, Precast concrete products Beam-and-block floor systems Part 4: Polystyrene blocks; prEN 15037-5, Precast concrete products Beam-and-block floor systems Part 5: Lightweight blocks. This European Standard is one of a ser
27、ies of product standards for precast concrete products. For common aspects of concrete products, reference is made to EN 13369, from which also the relevant requirements of the EN 206-1 are taken. The references to EN 13369 by CEN/TC 229 product standards are intended to make them homogeneous and to
28、 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 Execution of concrete structures. In all countries it can be accompanied by alternatives for nationa
29、l application.“ The program of standards for structural precast concrete products comprises the following standards, in some cases consisting on several parts: BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)5 EN 1168, Precast concrete products Hollow core slabs EN 12794, Precast concrete produ
30、cts Foundation piles EN 12843, Precast concrete products Masts and poles 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
31、 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 Foundation elements EN 14992, Precast concrete products Wall elements EN 15037-1, Precast co
32、ncrete products Beam-and-block floor systems Part 1: Beams EN 15050, Precast concrete products Bridge elements EN 15258, Precast concrete products Retaining wall elements This European Standard defines in Annex ZA the application methods of CE marking to products designed using the relevant EN Euroc
33、odes (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 CE marking to the product are described
34、in ZA.3. 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, France, Germany, Greece, Hungary, Iceland
35、, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)6 Introduction The evaluation of conformity refers to the completed precast
36、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. BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)7 1 Scope This Euro
37、pean Standard deals with the requirements and the basic performance criteria for blocks made in normal or lightweight aggregate concrete, used in conjunction with precast concrete beams in compliance with EN 15037-1, with or without cast-in-situ concrete for the construction of beam-and-block floor
38、and roof systems. Examples of typology of floor and roof systems are given in Annex B of EN 15037-1:2008. 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, th
39、e latest edition of the referenced document (including any amendments) applies. !EN 771-3:2003“, Specification for masonry units Part 3: Aggregate concrete masonry units (Dense and light-weight aggregates) EN 772-13, Methods of test for masonry units Part 13: Determination of net and gross dry densi
40、ty of masonry units (except for natural stone) EN 772-14, Methods of test for masonry units Part 14: Determination of moisture movement of aggregate concrete and manufactured stone masonry units EN 1992-1-1:2004, Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildin
41、gs EN 12390-4:2000, Testing hardened concrete Part 4: Compressive strength Specification for testing machines EN 13369:2004, Common rules for precast concrete products EN 15037-1:2008, Precast concrete products Beam-and-block floor systems Part 1: Beams 3 Terms and definitions For the purposes of th
42、is document, the following terms and definitions apply. 3.1 non-resisting block block with no mechanical function in the final floor system (designated NR) NOTE Its only mechanical function is that of formwork during the construction of the floor system. Floor systems built with non-resisting blocks
43、 always have a cast-in-situ structural topping. 3.2 semi-resisting block block participating in the transfer of loads to the beams (designated SR) NOTE In conjunction with a cast-in-situ concrete, it may contribute to the final strength of the system. However, its top flange alone cannot act as a co
44、mpression slab in the final floor system. BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)8 Figure 1 Example of semi-resisting concrete blocks 3.3 resisting block block with the same functions as semi-resisting blocks but whose top flange can, under certain conditions, play a role as compressio
45、n slab in the final floor system (designated RR) Figure 2 Examples of resisting concrete blocks 3.4 nib shape given to the block so that it will bear on the beam 3.5 longitudinal block block where the axis of the perforations are parallel to the beam NOTE An example of a longitudinal block is given
46、in Figure 3. BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)9 Key 1 web 6 depth of the nib 2 overall length 7 overall width 3 flange (top part of the block) 8 overall height 4 height to nib 9 direction of the beam 5 width of the nib Figure 3 Example of a longitudinal block 3.6 transverse block
47、 block where the axis of the perforations are perpendicular to the beam NOTE An example of a transverse block is given in Figure 4. BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)10 Key 1 web 6 depth of the nib 2 overall length 7 overall width 3 flange (top part of the block) 8 overall height
48、4 height to nib 9 direction of the beam 5 width of the nib Figure 4 Example of a transverse block 3.7 open block non-resisting or semi-resisting block without top flange NOTE An example of an open block is given in Figure 5. Figure 5 Example of open block 3.8 gross dry density mass per unit gross vo
49、lume after drying to constant mass 4 Requirements 4.1 Material requirements 4.1.1 and 4.1.2 of EN 13369:2004 or 4.1 of !EN 771-3:2003“ shall apply. BS EN 15037-2:2009+A1:2011EN 15037-2:2009+A1:2011 (E)11 Normal and lightweight concrete blocks should be considered as non-resisting blocks, or semi-resisting blocks or resisting blocks (with a minimum class and density for lightweigh
