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    DIN EN 15037-2-2011 Precast concrete products - Beam-and-block floor systems - Part 2 Concrete blocks German version EN 15037-2 2009+A1 2011《预制混凝土制品 梁和建材地板系统 第2部分 混凝土块 德文版本EN 15037.pdf

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    DIN EN 15037-2-2011 Precast concrete products - Beam-and-block floor systems - Part 2 Concrete blocks German version EN 15037-2 2009+A1 2011《预制混凝土制品 梁和建材地板系统 第2部分 混凝土块 德文版本EN 15037.pdf

    1、July 2011 Translation by DIN-Sprachendienst.English price group 16No 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 9

    2、1.100.30!$sK#“1804000www.din.deDDIN EN 15037-2Precast concrete products Beam-and-block floor systems Part 2: Concrete blocks (includes Amendment A1:2011)English translation of DIN EN 15037-2:2011-07Betonfertigteile Balkendecken mit Zwischenbauteilen Teil 2: Zwischenbauteile aus Beton (enthlt nderung

    3、 A1:2011)Englische bersetzung von DIN EN 15037-2:2011-07Produits prfabriqus en bton Systmes de planchers poutrelles et entrevous Partie 2: Entrevous en bton (Amendement A1:2011 inclus)Traduction anglaise de DIN EN 15037-2:2011-07Partially supersedesDIN 4158:1978-05See start of applicationwww.beuth.d

    4、eDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.3806.11 DIN EN 15037-2:2011-07 2 A comma is used as the decimal marker. Start of application The start of application of this standard is due to be 1 November 2011. DIN 4158:1978-05 may be used

    5、in parallel until 30 April 2012 (see deadline in the EU Official Journal). 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 Gazette) and from the date given therein. National

    6、 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 Standards Committee), Working Committee NA 00

    7、5-07-08 AA Betonfertigteile (SpA CEN/TC 229). This document includes EN 15037-2:2009 and Amendment A1:2011. However, due to a number of errors, the 2009 version of this standard was not published in Germany. These errors are now corrected by Amendment A1:2011 which includes further updates of Clause

    8、s 4, 5 and Annex ZA. Amendments This standard differs from DIN 4158:1978-05 as follows: a) concrete blocks are now harmonized at the European level; b) conditions for CE marking have been established; c) Amendment 1:2011 has been incorporated; d) the normative reference to EN 771-3 has been updated;

    9、 e) the subclauses relating to the test report and interpretation of test results have been revised. Previous editions DIN 4158: 1943x-04, 1971-03, 1978-05 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15037-2:2009+A1 February 2011 ICS 91.100.30 Supersedes EN 15037-2:2009English Version Preca

    10、st 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: Zwischenbauteile aus Beton This European Standard was

    11、 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 national standard without any alteration. Up-to-

    12、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 translati

    13、on 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, F

    14、rance, 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 KOMITEE

    15、 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: EEN 15037-2:2009+A1:2011 (E) 2 Contents The numbering of clauses is strictly related to EN

    16、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 4Introduction .61 Scope

    17、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 reaction to fire . 1

    18、44.3.5 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 Resistance to concentra

    19、ted 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 Evaluation of confo

    20、rmity 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 . 26A.2.2 Represe

    21、ntative sampling . 26DIN EN 15037-2:2011-07 EN 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 provisions of th

    22、e 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 . 31ZA.3 CE marking

    23、 and labelling 32ZA.3.1 General . 32ZA.3.2 Simplified label 33ZA.3.3 Information to be provided with the CE marking . 34Bibliography 36DIN EN 15037-2:2011-07 EN 15037-2:2009+A1:2011 (E) 4 Foreword This document (EN 15037-2:2009+A1:2011) has been prepared by Technical Committee CEN/TC 229 “Precast co

    24、ncrete 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 given the status of a n

    25、ational 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 the subject of pat

    26、ent 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 is indicated in the

    27、 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 integral part of th

    28、is 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 concrete products B

    29、eam-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 series of product stan

    30、dards 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 avoid repetitions

    31、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 national application.“ The

    32、 program of standards for structural precast concrete products comprises the following standards, in some cases consisting on several parts: DIN EN 15037-2:2011-07 EN 15037-2:2009+A1:2011 (E) 5 EN 1168, Precast concrete products Hollow core slabs EN 12794, Precast concrete products Foundation piles

    33、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 for floor systems EN

    34、 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 concrete products Beam-

    35、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 Eurocodes (EN 1992-1-1:200

    36、4 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 in ZA.3. According to

    37、 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, Ireland, Italy, Lat

    38、via, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. DIN EN 15037-2:2011-07 EN 15037-2:2009+A1:2011 (E) 6 Introduction The evaluation of conformity refers to the completed precast elements which are supp

    39、lied 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. DIN EN 15037-2:2011-07 EN 15037-2:2009+A1:2011 (E) 7 1 Scope This European Standard deals with

    40、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 and roof systems. Example

    41、s 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, the latest edition of the r

    42、eferenced 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 density of masonry units (exce

    43、pt 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 buildings EN 12390-4:2000, Testi

    44、ng 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 this document, the followin

    45、g 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 always have a cast-in-si

    46、tu 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 compression slab in the fin

    47、al floor system. DIN EN 15037-2:2011-07 EN 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 compression slab in the final floor s

    48、ystem (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 in Figure 3. DIN EN 15037-2:2011-07 EN 15037-2:2009+A1:2011 (E) 9 Key 1 web 6 depth


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