EN 13395-2-2002 en Products and Systems for the Protection and Repair of Concrete Structures - Test Methods - Determination of Workability - Part 2 Test for Flow of Grout or Mortar.pdf

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1、BRITISH STANDARD BS EN 1 3 3 95-2 12002 Products and systems for the protection and repair of concrete structure s Test methods Determination of workability Part 2: Test for flow of grout or mortar The European Standard EN 13395-2:2002 has the status ofa British Standard ICs 91.080.40; 91.100.10 NO

2、COPYING WITHOUT aSI PERMLSSION EXCEPT AS PERMITIED BY COPYRIGHT LAW British Standards BS EN 13395-212002 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

3、/517/8, Protection and repair of concrete structures, which has the responsibility to: EN 13395-212002. 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 Polic

4、y and Strategy Committee on 16 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

5、 promulgate them in the 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 s

6、ection entitled “International 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

7、. Compliance with a British 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 6, an inside back cover and a back cover. The BSI copyright date displayed in this document indi

8、cates when the document was last issued. Amendments issued since publication Amd.No. I Date I Comments O BSI 16 July 2002 ISBN O 580 40090 5 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13395-2 May 2002 ICs 91.080.40; 91.100.10 English version Products and systems for the protection and repa

9、ir of concrete structures - Test methods - Determination of workability - Part 2: Test for flow of grout or mortar Produits et systmes de protection et de rparation des structures en bton - Mthodes dessai - Dtermination de Iouvrabilit - Partie 2: Essai dcoulement des coulis ou mortiers Produkte und

10、Systeme fr den Schutz und die Instandsetzung von Betontragwerken - Prfverfahren - Bestimmung der Verarbeitbarkeit - Teil 2: Prfung des Flieverhaltens von Vergussmrtel, Feinmrtel oder Mrtel This European Standard was approved by CEN on 4 January 2002 CEN members are bound to comply with the CENKENELE

11、C Internal Regulations which stipulate the conditions for giving this European 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 m

12、ember. This European Standard exists in three official versions (English, French, 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 member

13、s are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, 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

14、NORMUNG COMIT EUROPEN DE NORMALISATION Management Centre: rue de Stassart, 36 B-1050 Brussels O 2002 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13395-2:2002 E EN 1 3395-2:2002 (E) Contents Page Foreword . 3 1 Scope . 4 2 Norma

15、tive references . 4 . 3 Terms and definitions . 4 Principle . 5 Equipment . 4 Preparation . . 5 6 7 Test Procedure . 8 Test report . 2 EN 1 3395-2:2002 (E) Foreword This document EN 13395-2:2002 has been prepared by Technical Committee CEN/TC 104 “Concrete and related products“, the secretariat of w

16、hich 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 endorsement, at the latest by November 2002, and conflicting national standards shall be withdrawn at the latest by December 2002. This European Standard is

17、one of a series dealing with products and systems for the protection and repair of concrete structures. It describes a method for determining the flow characteristics of repair grouts and mortars. It is one of a series of inter-related parts dealing with the workability of repair grouts, mortars and

18、 concretes. The other parts are: prEN 13395-1, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Tesf mefhods - Deferminafion of workabilify - Par 1: Tesf for flow of fhixofropic mortars. EN 13395-3, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures

19、- Tesf mefhods - Deferminafion of workabilify - Par 3: Tesf for flow of repair concrefe. EN 13395-4, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Tesf mefhods - Defermina fion of workabilify - Par 4: Applicafion of repair mortar overhead. According to the CENKENELEC In

20、ternal 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, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Sw

21、itzerland and the United Kingdom. 3 EN 1 3395-2:2002 (E) 1 Scope This European Standard specifies a method for determining the workability (or consistence) of flowing-grade hydraulic cement mortars CC, polymer modified hydraulic cement mortars PCC and polymer bound mortars PC for the protection and

22、repair of concrete, as defined in EN 1504-1. The method is suitable for high flow grouts or mortars that have a maximum aggregate size of 4 mm 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These Normative references are

23、cited at the appropriate places in the text, and 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 ed

24、ition of the publication referred to applies (including amendments). EN 196-1, Mefhods of fesfing cemenf - Par 1: Deferminafion of sfrengfh. EN 1504-1, Producfs and sysfems for fhe profecfion and repair of concrefe sfrucfures - Definifions, requiremenfs, qualify con fro1 and evaluafion of conformify

25、 - Par 1: Definifions. 3 Terms and definitions For the purposes of this European Standard, the terms and definitions contained in EN 1504-1 and the following apply. 3.1 flow value distance that the grout or mortar has travelled along a trough after 30 s 4 Principle The principle of this test is to p

26、rovide a relevant method to evaluate the workability of flowing repair grouts or mortars in the laboratory, which reflects the actual workability requirements for site repair works. The test measures the flow of a fixed quantity of the grout or mortar along a defined trough after 30 s. The distance

27、that the grout or mortar has travelled in that time is the flow value. NOTE laboratories. The method of test is sufficiently robust as to be suitable for use as a quality control technique in on-site 5 Equipment 5.1 for the grout shall be the standard type of mixer specified for producing cement mor

28、tars in EN 196-1. Mixer : Unless stated otherwise by the manufacturer, the equipment to be used for mixing the constituents 5.2 Grout flow trough : A grout flow trough fabricated in accordance with Figure 1 5.3 Measuring jug : Capable of taking the required one litre of grout used in the grout flow

29、trough. 5.4 Standard laboratory climate of (21 f 2) OC and (60 f IO) % RH. 4 EN 1 3395-212002 (E) 6 Preparation All materials shall be conditioned in the standard laboratory climate (5.4) for a period of not less than 24 h prior to mixing . The proportioning and mixing of the repair grout shall be c

30、arried out in accordance with the manufacturers instructions. The grout flow trough shall be brought into the climatic chamber for a period of 24 h prior to use. The grout flow trough shall be positioned in its final testing position by adjusting the screws until the base is level. 7 Test Procedure

31、The flow of the grout shall be determined at the standard laboratory temperature (5.4) 5 min, 15 min, 30 min and 60 min after mixing. The mixed mortar shall be agitated in the grout mixer for five seconds prior to testing. NOTE In addition, the flow value for the mortar may be determined at other te

32、mperatures for special applications. The surfaces of the grout flow trough shall be moistened with a damp cloth within one minute of carrying out the test. A one litre sample of grout shall be poured into the charging hopper of the grout flow trough, ensuring the surface of the grout is even; the su

33、rface should be gently rodded to level the surface if required. The pull-rod shall be pulled upwards gently in a smooth operation after 30 s of charging the hopper, allowing the grout to flow evenly down the trough. The flow of the grout shall be measured as the horizontal distance from the centre o

34、f the discharge outlet to the end of the grout after a period of 30 s (the “flow value”). If the grout is still moving along the grout flow trough, this fact should be noted. 8 Test report The test report shall include the following information: a reference to the test method standard; name and addr

35、ess of the test laboratory; identification number and date of the test; name and address of the manufacturer or supplier of the product; name and identification marks or batch number of the product, including the maximum aggregate size; date of supply of the product; date of preparation of the test

36、specimens and any deviation from the prescribed method of preparation; conditions of storage of prepared specimens prior to test, including the period of delay between completion of mixing and testing and evidence of segregation and bleeding; date of test and details of the test equipment used, incl

37、uding the make, type and capacity and the calibration details or the identification number of the apparatus; the test results, including the distance of flow of the grout after 30 s (the “flow value”) and whether the grout is still moving; precision data; 5 EN 1 3395-2:2002 (E) I) date of test repor

38、t and signature. Dimensions in millimetres Tolerances to f 0,5 mm I 3 130 7 I 800 Key 1 Adjustable screw 2 5mm 3 Adjustable feet 4 Flange 5 Tube 6 Pull-rod 7 Weld 8 2 mm tinplate 9 Fixed foot Figure 1 -Grout flow trough apparatus 6 BS EN 13395-212002 B SI 389 Chiswick High Road London w4 4AL BSI -Br

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