1、BRITISH STANDARD BS EN 12192-1:2002 Products and systems for the protection and repair of concrete structures Granulometry analysis Part 1: Test method for dry components of premixed mortar The European Standard EN 12192-1:2002 has the status of a British Standard ICS 91.080.40; 91.100.10 NO COPYING
2、 WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBS EN 12192-1:2002 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 Committee
3、on 12 July 2002 BSI 12 July 2002 ISBN 0 580 40084 0 National foreword This British Standard is the official English language version of EN 12192-1:2002. The UK participation in its preparation was entrusted by Technical Committee B/517, Concrete, to Subcommittee B/517/8, Protection and repair of con
4、crete structures, which has the responsibility to: 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
5、Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for th
6、eir correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. 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 inter
7、ests informed; monitor related international and European developments and promulgate them in the UK. 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
8、document was last issued. Amendments issued since publication Amd. No. Date CommentsEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12192-1 May 2002 ICS 91.080.40; 91.100.10 English version Products and systems for the protection and repair of concrete structures - Granulometry analysis - Part
9、1: Test method for dry components of premixed mortar Produits et systmes de protection et de rparation des structures en bton - Analyse granulomtrique - Partie 1: Mthode dessai applicable aux composants secs des mortiers prts lemploi Produkte und Systeme fr den Schutz und die Instandsetzung von Beto
10、ntragwerken - Prfverfahren - Korngrenverteilung - Teil 1: Verfahren fr Trockenkomponenten von Fertigmrtel This European Standard was approved by CEN on 4 January 2002. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European St
11、andard 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, French,
12、 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, Denmark,
13、 Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1
14、050 Brussels 2002 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12192-1:2002 EEN 12192-1:2002 (E) 2 Contents page Foreword3 1 Scope 4 2 Normative references 4 3 Terms and definitions4 4 Principle4 5 Apparatus .5 6 Sampling and pr
15、eparation 5 7 Procedure .6 7.1 General6 7.2 Sieving 6 7.3 Weighing.6 8 Expression of results 7 9 Test Report.7EN 12192-1:2002 (E) 3 Foreword This document EN 12192-1:2002 has been prepared by Technical Committee CEN/TC 104 “Concrete and related products“, the secretariat of which is held by DIN. Thi
16、s 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. It has been prepared by sub-committee 8 “Products
17、and systems for the protection and repair of concrete structures“, the secretariat of which is held by AFNOR. This European Standard describes a method for determining the particle size distribution of repair mortars, containing various water-dispersible components. It has been adapted from EN 1015-
18、1 “Method of Test for mortar for masonry - Part 1: Determination of particle size distribution” which is unsuitable for measurement of particle size for proprietary repair products and systems because they contain a variety of special additives, fibres and fillers. It is one of a series of inter-rel
19、ated parts dealing with granulometry size grading of products and systems for the protection and repair of concrete structures. The other part of this standard is: EN 12192-2, Products and systems of the protection and repair of concrete structures Granulometry analysis Part 2: Test method for fille
20、rs for polymer bonding agents. According to the CEN/CENELEC 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, Iceland, Ireland, Italy, Luxe
21、mbourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom.EN 12192-1:2002 (E) 4 1 Scope This European Standard specifies a method for measuring the particle size distribution of the dry components of repair mortar mixes, being part of a repair product or system,
22、 as defined in prEN 1504-3, with a maximum particle size of 8 mm or 10 mm. Part 1 does not cover particle size distribution of separate aggregates, which should be determined in accordance with the test method described in EN 933 series. NOTE This standard gives a method for granulometric analysis o
23、f fillers for polymer bonding agents. 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 the publications are listed hereafter. For dated referen
24、ces, 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 (including amendments). EN 1504-1, Products and systems for
25、the protection and repair of concrete structures Definitions, requirements, quality control and evaluation of conformity - Part 1: Definitions. EN 933-1, Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method. EN 933-2, Tests for geometr
26、ical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures. EN 1015-2, Method of test for mortar for masonry - Part 2: Bulk sampling of mortars and preparation of test mortars. prEN 1504-3 1 , Products and systems for the protection a
27、nd repair of concrete structures - Part 3: Structural and non-structural repair. ISO 3310-1, Test sieves - Technical requirements and testing - Part 1: Test sieves of metal wire cloth. 3 Terms and definitions For the purposes of this European Standard, the terms and definitions contained in EN 1504-
28、1 apply. 4 Principle Test sieves with increasing aperture size are nested on each other on top of a collection pan. The sample is placed on the top sieve and the stack of sieves agitated until the mass retained on each sieve remains constant. The retained mass is then measured. NOTE For samples with
29、 particles of different densities the sieve analysis will only give particle size distribution as a percent of total mass.1Under preparation.EN 12192-1:2002 (E) 5 5 Apparatus Table 1 Aperture sizes of the test sieves (in mm) Series A 1 2 8,00 4,00 2,00 1,00 0,500 0,250 0,125 0,063 1 Additional sieve
30、 aperture sizes (e.g. 5,6 mm, 0,09 mm) may be added when needed. 2 Series R20 from ISO 565 may be used as an alternative. 5.1 Balance with a capacity of 1 kg and an accuracy of 0,1 g. 5.2 Test sieves, with square apertures as specified in EN 933-2, are given in Table 1. The maximum aperture shall no
31、t exceed 10 mm. The test sieves shall conform to the requirements of ISO 3310-1. 5.3 Tightly fitting fines collection pan and lid, for the sieves. 5.4 Shallow trays, made of corrosion resistant metal, approximately 200 mm in diameter and 50 mm in height. 5.5 Soft brush. 5.6 Ventilated oven, thermost
32、atically controlled to maintain temperatures of (105 5) C and (60 5) C. 5.7 Sieving machine (optional). 6 Sampling and preparation The sample shall be taken in accordance with EN 1015-2. Reduction shall be carried out by use of a sample divider or by quartering, yielding a test sample of mass larger
33、 than minimum value below, but not of an exact predetermined value. The minimum dry mass of the test sample shall be as follows: 0,3 kg for D max 4 mm; 0,6 kg for D max 4 mm. where D max = the maximum aggregate size of the sample in millimetres. Spread the sample in a thin layer in shallow trays and
34、 dry in the oven at a temperature of (105 5) C. With respect to the special constituents of repair mortars, a drying temperature of (60 5) C may be used if recommended by the manufacturer.EN 12192-1:2002 (E) 6 Continue the drying process until two successive weighings of the sample at one day interv
35、als do not differ by more than 1 g. 7 Procedure 7.1 General If mortars with lightweight or organic aggregates are tested, the material to be sieved may be statically charged by the motion of the material on the sieve, resulting in agglomeration, or sticking to the sieve base. Should such a phenomeno
36、n occur, suitable measures should be taken to reduce this effect. 7.2 Sieving The dried sample shall be weighed immediately before sieving. The sample shall be placed on the top sieve of the nested sieves and the sieve-shaking procedure begun. NOTE Mechanical sieving is preferred, but manual sieving
37、 can be used if it produces the same results as mechanical sieving. Continue sieving until less than 1 % of the retained material (according to EN 933-1) will pass through any individual sieve during continuous hand sieving for one minute. Do not force any material through the sieve by hand pressure
38、. The use of a soft brush may be helpful if the mortar agglomerates. 7.3 Weighing Determine the mass of each fraction retained on the individual sieves and the fines collected in the pan. By addition, calculate the residual mass of the sample. Any difference between the original weight and the resid
39、ual weight shall be added to the pan fines. NOTE 1 Some losses of very fine material into the air are likely to occur. On the sieves with apertures smaller than 4,00 mm, the fraction retained at the end of the sieving operation shall not exceed the following: 200 r d A = m where m r is the mass, in
40、grams of the fraction retained on the sieve; A is the area, in square millimetres, of the sieve; d is the nominal aperture size, in millimetres, of the sieve. If any of the fractions retained exceeds this amount, one of the two following procedures shall be used: a) divide the fraction into proporti
41、ons smaller than the specified maximum and sieve these one after the other; b) divide the portion of the sample passing through the 4,00 mm sieve with the aid of a sample divider or by quartering, and continue the sieve analysis on the reduced sample. NOTE 2 To meet these requirements, completing th
42、e mechanical sieving by hand may be necessary. If the material to be sieved contains fibres, their proportion and type shall be recorded and described.EN 12192-1:2002 (E) 7 8 Expression of results Calculate each individual retained fraction as percentage of the total mass of the sample, and express
43、this as the percentage passing each sieve. If a dividing operation as described in 7.3 was carried out, this shall be taken into account in the calculation. NOTE A graphical presentation of the results can assist in making comparisons with manufacturers production limits. 9 Test Report The test repo
44、rt shall include the following information: 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) name and identification marks or batch number of t
45、he product; 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; i) date of test and details of the test equipment used, including the make, type and c
46、apacity and the calibration details or the identification number of the apparatus, the total mass of each individual test sample, the method of sieving (by hand or mechanical means, etc.); j) the test results, including the percentage passing each sieve, and/or the cumulative percentage of the mass
47、of the total sample passing each sieve, to the nearest 1 %; k) if fibres are present, description of procedures used to identify nature and measure fibre content; l) precision data; m) date of test report and signature.BS EN 12192-1:2002 BSI 389 Chiswick High Road London W4 4AL BSI British Standards
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