EN 13395-3-2002 en Products and Systems for the Protection and Repair of Concrete Structures - Test Methods - Determination of Workability - Part 3 Test for Flow of Repair Concrete.pdf

1、BRITISH STANDARD Products and systems for the protection and repair of concrete structures Test methods Determination of workability Part 3: Test for flow of repair concrete The European Standard EN 13395-3:2002 has the status ofa British Standard ICs 91.080.40; 91.100.30 NO COPYING WITHOUT BSI PERM

2、ISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW BS EN 13395-312002 BS EN 13395-312002 National foreword This British Standard is the official English language version of The UKparticipation in its preparation was entrusted by Technical Committee B/5 17, Concrete, to Subcommittee B/517/8, Protection and

3、repair of concrete structures, which has the responsibility to: EN 13395-312002. This British Standard, having been prepared under the direction of the Building and Civil Engineering Sector Policy and Strategy Committee, was published under the authority of the Standards Policy and Strategy Committe

4、e on 31 July 2002 - - aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the

5、 UK. - A list of organizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “Intern

6、ational Standards Correspondence Index”, or by using the “Search”faci1ity ofthe BSI Electronic Catalogue or ofBritish Stan dards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for their correct application. Compliance with a Bri

7、tish Standard does not ofitself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 7 and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued. Amen

8、dments issued since publication Amd.No. I Date I Comments O BSI 3 1 July 2002 ISBN O 580 40127 8 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 133953 May 2002 ICs 91.080.40; 91.100.30 English version Products and systems for the protection and repair of concrete structures - Test methods - De

9、termination of workability - Part 3: Test for flow of repair concrete Produits et systmes de protection et de rparation des structures en bton - Mthodes dessai - Dtermination de Iouvrabilit - Partie 3: Essai dcoulement du bton Produkte und Systeme fr den Schutz und die Instandsetzung von Betontragwe

10、rken - Prfverfahren - Bestimmung der Verarbeitbarkeit -Teil 3: Prfung des Flieverhaltens von Instandsetzungsbeton This European Standard was approved by CEN on 4 January 2002 CEN members are bound to comply with the CENKENELEC Internal Regulations which stipulate the conditions for giving this Europ

11、ean 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 Management Centre or to any CEN member. This European Standard exists in three official versions (English, F

12、rench, 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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, De

13、nmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION EUROPISCHES KOMITEE FR NORMUNG COMIT EUROPEN DE NORMALISATION Management Centre: rue de Stassart,

14、36 B-I 050 Brussels O 2002 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13395-3:2002 E EN 1 3395-3:2002 (E) Contents Page Foreword 3 1 Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

15、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 2 Normative references . . . .4 3 Terms and definitions 4 . 4 Principle 4 5 Equipm

16、ent 5 6 Test procedure . 5 7 Test report 5 2 EN 1 3395-3:2002 (E) Foreword This document EN 13395-3:2002 has been prepared by Technical Committee CEN/TC 104 “Concrete and related products“, the secretariat of which is held by DIN. This document has been prepared by CEN/TC 104/SC8, “Product and syste

17、ms for the protection and repair of concrete structures“, the secretariat of which is held by AFNOR. 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 November 2002, and conflicting national standar

18、ds shall be withdrawn at the latest by December 2002. This European Standard is one of a series dealing with products and systems for the protection and repair of concrete structures. It describes a method for determining the workability of free-flowing repair concrete mixes. It is one of a series o

19、f inter-related parts dealing with the workability of repair grouts, mortars and concretes. The other parts are: - EN 13395-1, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Tesf mefhods - Deferminafion of workabilify - Part 1: Tesf for flow of fhixofropic mortars ; - EN

20、 13395-2, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Tesf mefhods - Deferminafion of workabilify - Part 2: Tesf for flow of grouf or mortar ; - EN 13395-4, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Tesf mefhods - Deferminafion of wor

21、kabilify - Part 4: Applicafion of repair mortar overhead. According to the CENKENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Icel

22、and, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. 3 EN 1 3395-312002 (E) 1 Scope This European Standard specifies a method for determining the workability of high flow hydraulic cement, PCC and PC based concrete products for the

23、 protection and repair of concrete, as defined in EN 1504-3, whose workability is outside the normal range for concrete as defined in ENV 206. Tests for the workability of repair products and systems based on thixotropic mortar and high flow grout or mortar are contained in prEN 13395-1 and prEN 133

24、95-21 respectively. Normal workability concrete mixes, which can include proprietary formulations, are applied and compacted in accordance with conventional practice. The workability of these products should be assessed using the slump, VeBe or other appropriate method given in EN 206-1. The workabi

25、lity of conventional high flow concrete mixes should be assessed by the method of EN 12350-5. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and

26、the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (inc

27、luding amendments). EN 196-1, Mefhods of fesfing cemenf - Par 1: Deferminafion of sfrengfh. EN 206-1, Concrefe - Par 1: Specificafion, performance, producfion and conformify. EN 1504-1 , Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Definifions, requiremenfs, qualify co

28、n fro1 and evaluafion of conformify - Par 1: De finifions. EN 12350-5, Tesfing fresh concrefe - Par 5: Flow fesf fable. prEN 1504-3l, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Definifions, requiremenfs, qualify confrol and evaluafion of conformify - Par 3: Sfrucfura

29、l and non-sfrucfural repair. 3 Terms and definitions For the purposes of this European Standard, the terms and definitions given in EN 1504-1 and the following apply. 3.1 flow time the time taken for a fixed volume of concrete to flow 750 mm along a trough 4 Principle The principle of this test is t

30、o provide a relevant method to evaluate the workability of high flow repair concrete in the laboratory, which reflects the actual workability requirements for site concrete repair works. The test measures the time taken for a fixed volume of the concrete to flow 750 mm along a defined horizontal tro

31、ugh. NOTE 1 unsuitable for testing by normal workability tests (.e. EN 206-1 or EN 12358). High flow repair concretes are specially formulated mixes with a maximum aggregate size of 10 mm that are NOTE 2 The method of test is sufficiently robust as to be suitable for use as a quality control techniq

32、ue in site laboratories. Under preparation. 4 EN 1 3395-312002 (E) 5 Equipment 5.1 Concrete mixer as specified in EN 206-1 5.2 Flow trough and funnel fabricated in accordance with Figure 1 5.3 Six Litre Measuring jug capable of taking the required volume of concrete. 5.4 Standard laboratory climate

33、of (21 f 2) OC and (60 f IO) % RH 5.5 Climatic chamber for mixing and testing of the concrete at (5 f 2) OC. 6 Test procedure All the concreting materials, including the mix water and the test equipment (5.2 and 5.3) shall be conditioned in either the standard laboratory climate (5.4) or the climati

34、c chamber (5.5) for a period of not less than 24 h prior to mixing . Assemble the funnel support and funnel and locate onto the trough, ensuring that the edge of the funnel support is aligned with the edge of the trough. Ensure that the test equipment is rigidly supported such that the trough is hor

35、izontal and free from vibration. Unless otherwise instructed by the manufacturer, mix the concrete in accordance with EN 206-1 at the required tem perature. Carry out the testing of the concrete immediately after completion of mixing and then again (30 f 1) min after mixing. Gently re-agitate the co

36、ncrete every five minutes between the two tests. Immediately before carrying out the test, flood the surfaces of the funnel and trough with water and drain-off excess water by inverting the test equipment for one minute. Fit the bung and charge the funnel with six litres of concrete. Pull the bung u

37、pwards to release the concrete and record the time taken for the concrete to flow a distance of 750 mm along the trough (the “flow time”) and the maximum distance flowed. Record any evidence of bleeding or segregation that occurs in the concrete. Carry out three repeat tests at both temperatures (5.

38、4 and 5.5) and at both times after mixing, resulting in a total of twelve tests. 7 Test report a) a reference to the test method standard; b) name and address of the test laboratory; c) identification number and date of the test; d) name and address of the manufacturer or supplier of the product; e)

39、 name and identification marks or batch number of the product, and the maximum aggregate size; f) date of supply of the product; g) date of preparation of the test specimens and any deviation from the prescribed method of preparation; h) conditions of storage of prepared specimens prior to test; 5 E

40、N 1 3395-3:2002 (E) i) date of test and details of the test equipment used, including the make, type and capacity and the calibration details or the identification number of the apparatus; j) the test results, including the period of delay between completion of mixing and testing, any evidence of se

41、gregation and bleeding and the time taken for the concrete to flow 750 mm along the trough (the “flow time”) and the maximum distance travelled for each mix and each temperature; k) precision data; i) date of test report and signature. Dimensions in millimetres a) Funnel and support b) Enlarged view

42、 of funnel support, showing dimensions c) Side elevation of flow trough 6 EN 1 3395-3:2002 (E) NOTE 1 NOTE 2 NOTE 3 NOTE 4 NOTE 5 NOTE 6 Through and funnel made of 2 mm galvanised steel. Funnel support fits flush with end of the trough (align A-A). Ends of trough weldedkiveted to make a grout-tight

43、seal. Funnel to be provided with a suitable non-absorbent bung. Funnel and support to be demountable for ease of cleaning. Tolerance to f 0,5 mm. d) Section through trough Figure 1 -Concrete flow trough apparatus 7 BS EN 13395-312002 B SI 389 Chiswick High Road London w4 4AL BSI -British Standards I

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