1、BRITISH STANDARDBS EN 14845-1:2007Test methods for fibres in concrete Part 1: Reference concretesThe European Standard EN 14845-1:2007 has the status of a British StandardICS 91.100.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g
2、3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 14845-1:2007This British Standard was published under the authority of the Standards Policy and Strategy Committee on 28 September 2007 BSI 2007ISBN 978 0 580 53903 9National forewordThis British Standard is th
3、e UK implementation of EN 14845-1:2007.The UK participation in its preparation was entrusted by Technical Committee B/517, Concrete, to Subcommittee B/517/11, Fibres for concrete.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does n
4、ot 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.Amendments issued since publicationAmd. No. Date CommentsEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NOR
5、MEN 14845-1July 2007ICS 91.100.30English VersionTest methods for fibres in concrete - Part 1: ReferenceconcretesMthodes dessai des fibres dans le bton - Partie 1:Btons de rfrencePrfverfahren fr Fasern in Beton - Teil 1: ReferenzbetoneThis European Standard was approved by CEN on 9 June 2007.CEN memb
6、ers are bound to comply with the CEN/CENELEC 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
7、 to the CEN 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the s
8、ame status as theofficial versions.CEN members 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,Rom
9、ania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reservedwo
10、rldwide for CEN national Members.Ref. No. EN 14845-1:2007: EEN 14845-1:2007 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Principle4 4 Equipment 5 4.1 General5 4.2 Concrete mixer.5 4.3 Moulds 5 4.4 High frequency vibrating table.5 5 Materials .5 5.1 Aggregates .5 5.2 Mixing wate
11、r .5 5.3 Cement5 5.4 Admixtures .5 5.5 Fibres 5 6 Reference concrete composition and properties.6 6.1 General6 6.2 Water/cement ratio.6 6.3 Maximum cement content.6 6.4 Fibre content 7 6.5 Consistence7 6.6 Specimen preparation .7 6.7 Concrete curing and storage7 7 Report .8 Bibliography 9 EN 14845-1
12、:2007 (E) 3 Foreword This document (EN 14845-1:2007) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by
13、 endorsement, at the latest by January 2008, and conflicting national standards shall be withdrawn at the latest by May 2008. It has been drafted by Working Group 11 “Fibres for concrete”, the secretariat of which is held by BSI. This European Standard is one of a series dealing with test methods fo
14、r assessing the performance of fibres, either steel or polymer, in concrete. 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, Cyprus, Czech Republic, Denmark,
15、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. EN 14845-1:2007 (E) 4 1 Scope This European Standard specifies the com
16、position and characteristics of reference concretes used to evaluate the performance of fibres in concrete. The purpose of the reference concrete is to determine the general suitability of a fibre for use in concrete. NOTE The end user needs to satisfy themselves about the effectiveness of the fibre
17、 in their own concrete. 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 any amendments) applies. EN
18、 197-1:2000, Cement Part 1: Composition, specifications and conformity criteria for common cements EN 206-1:2000, Concrete Part 1: Specification, performance, production and conformity EN 933-2, Tests for geometrical properties of aggregates Part 2: Determination of particle size distribution Test s
19、ieves, nominal size of apertures EN 1008, Mixing water for concrete Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete EN 1766:2000, Products and systems for the protection and re
20、pair of concrete structures Test methods Reference concretes for testing EN 12350-1, Testing fresh concrete Part 1: Sampling EN 12350-3, Testing fresh concrete Part 3: Vebe test EN 12350-4, Testing fresh concrete Part 4: Degree of compactability EN 14651, Test method for metallic fibrered concrete M
21、easuring the flexural tensile strength (limit of proportionality (LOP), residual) EN 14845-2, Test methods for fibres in concrete Part 2: Effect on strength of concrete EN 14889-1:2006, Fibres for concrete Part 1: Steel fibres Definitions, specifications and conformity EN 14889-2:2006, Fibres for co
22、ncrete Part 2: Polymer fibres Definitions, specifications and conformity 3 Principle This European Standard prescribes the constituents and proportions for plain reference concretes to be used to evaluate the performance of fibres in concrete under standard laboratory conditions. It has been develop
23、ed from EN 1766 and should be read in conjunction with that standard. The reference concretes shall be designed to meet a prescribed flexural tensile strength, as defined in Table 1. The performance of a fibre shall be determined in a mandatory 16 mm or 20 mm maximum aggregate size mix using the tes
24、t method described in EN 14845-2 for the effect on strength of concrete, and by one of the EN 14845-1:2007 (E) 5 consistence methods specified in 6.5. There is also the option to evaluate it in any of three additional reference concretes that have different maximum cement content and/or aggregate si
25、ze. Tests using reference concretes are performed as comparative tests. That is, the performance of fibres (effect on strength and consistence) is determined by comparing a reference concrete to which fibres are added with the same reference concrete without the addition of fibres, but otherwise wit
26、h the same aggregate/cement ratio and constituent materials from the same delivery. 4 Equipment 4.1 General Reference concretes shall be made in accordance with 6.6, using the equipment described in this clause. 4.2 Concrete mixer A forced action concrete pan-mixer shall be used to mix the concrete.
27、 4.3 Moulds Moulds for producing hardened concrete specimens, of non absorbent, rigid material, not attacked by cement paste, of a size specified in EN 14845-2 shall be used. 4.4 High frequency vibrating table Suitable for compaction of the concrete in beam moulds for testing to EN 14845-2. 5 Materi
28、als 5.1 Aggregates Aggregates shall be natural, uncrushed and silica-based with low water absorption (less than 2 % by mass) and oven dried. The aggregate grading, measured according to EN 933-2, shall conform to EN 1766:2000 Annex A, except the limits for a 16 mm or 20 mm aggregate at 0,25 mm shall
29、 be 5% to 10 % (not 3 % to 8 %). 5.2 Mixing water Water according to EN 1008 shall be used. 5.3 Cement Portland type CEM I class 42,5 R according to EN 197-1:2000 shall be used. 5.4 Admixtures A plasticizer or superplasticizer admixture according to EN 934-2:2000 may be used to control the workabili
30、ty. 5.5 Fibres Where fibres are to be evaluated, the fibres shall be sampled in accordance with EN 14889-1:2006, 6.2 for steel fibres or EN 14889-2:2006, 6.2 for polymer fibres. EN 14845-1:2007 (E) 6 6 Reference concrete composition and properties 6.1 General This European Standard specifies four ty
31、pes of reference concrete, defined by the flexural tensile strength, maximum size of the aggregate and maximum cement content. The reference concrete(s) are selected according to the type of product or system in which the fibre is to be applied. However, all fibre manufacturers shall declare the per
32、formance of their product, using the test method described in EN 14845-2 for the effect on strength and by one of the methods specified in 6.5 for consistence in the mandatory 16 mm or 20 mm aggregate mix (with a flexural tensile strength of 4,3 MPa 0,3 MPa), but have the option to evaluate it in an
33、y of three other optional reference concretes that have different maximum cement content and/or aggregate size. The proportions of the reference concrete shall be adjusted within the limits prescribed below to achieve an average flexural tensile strength within the range defined in Table 1. The aver
34、age flexural tensile strength shall be taken as the average limit of proportionality of at least twelve beams tested to EN 14651. 6.2 Water/cement ratio The water/cement ratio as defined in EN 206-1 shall be as specified in Table 1. Table 1 W/C ratio and cement content limits Flexural tensile streng
35、th Water/cement ratio Maximum cement content Maximum aggregate size (MPa) 8 mm or 10 mm 16 mm or 20 mm (kg/m3) 4,3 0,3 (25/30) c0,55 b0,55 a350 5,8 0,4 (40/50) c0,45 b0,45 b400 a Mandatory mix. b Optional mixes. c Equivalent compressive class according to EN 1992-1-1. 6.3 Maximum cement content The
36、maximum cement content shall be as defined in Table 1. EN 14845-1:2007 (E) 7 6.4 Fibre content Where the performance of a fibre is being evaluated by incorporating it in a reference concrete, the quantity of fibres added shall be that required to achieve the level of performance in EN 14845-2. 6.5 C
37、onsistence The consistence of the reference concrete, without fibres, shall be determined either: according to EN 12350-3 and shall achieve Vebe class V3 (10-6 seconds) from EN 206-1:2000, or according to EN 12350-4 and shall achieve Compaction class C2 from EN 206-1. A plasticizer or superplasticiz
38、er admixture conforming to EN 934-2 is permitted to give a workable concrete mix to meet the requirements of Table 1. Consistence should be appropriate to achieve adequate placing of concrete with freedom from bleeding or segregation. Any special requirements for surface finish of placed specimens f
39、or particular test methods using reference concrete samples will be stated in those test methods. 6.6 Specimen preparation The preparation of a reproducible reference concrete shall be done as follows: prepare a concrete batch the volume of which shall be of 50 % to 90 % of the mixer capacity; pour
40、all dry aggregates into the container of the mixer, add half of the batch water and mix for 2 min; carry on the mixing and add the cement and the other half of the batch water containing possible admixtures during the next minute. The total mixing time shall not be more than 5 min. In reference conc
41、retes to which fibres are added, care shall be taken to ensure that the fibres are evenly distributed throughout the mix by adding the fibres at the appropriate stage in accordance with the manufacturers recommendations. Test specimens shall be made according to the relevant test method of the EN 14
42、845 series for the property under consideration. The sample of the mixed concrete shall be taken in accordance with EN 12350-1. 6.7 Concrete curing and storage The concrete specimens shall be cured in the moulds for 24 h after casting at (20 2) C, either under polyethylene sheeting or at not less th
43、an 95 % relative humidity, then demoulded and cured for a further 27 days under water at (20 2) C. After the curing period, the specimens shall be taken for testing. EN 14845-1:2007 (E) 8 7 Report The following information shall be recorded for each set of reference concrete specimens: a) mix compos
44、ition including dry aggregates and admixtures in kg/m3and details of mixing procedure; b) water/cement ratio; c) fibre type (including material, length, diameter and tensile strength) described according to EN 14889-1 for steel fibres or to EN 14889-2 for polymer fibres; d) date and time of producti
45、on; e) origin and particle size distribution of aggregates; f) consistence: Vebe time in seconds; or degree of compactability; g) curing and storage conditions; h) limit of proportionality strength to nearest 0,01 MPa (average and individual values); i) reference to this European Standard, i.e. EN 1
46、4845-1; j) any deviation from this European Standard. EN 14845-1:2007 (E) 9 Bibliography 1 EN 934-2, Admixtures for concrete, mortar and grout Part 2: Concrete admixtures Definitions, requirements, conformity, marking and labelling 2 EN 1992-1-1, Eurocode 2: Design of concrete structures Part 1-1: G
47、eneral rules and rules for buildings BS EN 14845-1:2007BSI389 Chiswick High RoadLondonW4 4ALBSI British Standards InstitutionBSI is the independent national body responsible for preparing British Standards. It presents the UK view on standards in Europe and at the international level. It is incorpor
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