BS EN 12192-2-1999 Products and systems for the protection and repair of concrete structures - Granulometry analysis - Test method for fillers for polymer bonding agents《混凝土结构的防护和修.pdf

《BS EN 12192-2-1999 Products and systems for the protection and repair of concrete structures - Granulometry analysis - Test method for fillers for polymer bonding agents《混凝土结构的防护和修.pdf》由会员分享，可在线阅读，更多相关《BS EN 12192-2-1999 Products and systems for the protection and repair of concrete structures - Granulometry analysis - Test method for fillers for polymer bonding agents《混凝土结构的防护和修.pdf（16页珍藏版）》请在麦多课文档分享上搜索。

1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 12192-2:1999 The Eu

2、ropean Standard EN 12192-2:1999 has the status of a British Standard ICS 91.080.40; 91.100.10 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Products and systems for the protection and repair of concrete structures Granulometry analysis Part 2: Test method for fillers for pol

3、ymer bonding agentsThis British Standard, having been prepared under the direction of the Sector Committee for Building and Civil Engineering, was published under the authority of the Standards Committee and comes into effect on 15 September 1999 BSI 09-1999 ISBN 0 580 32587 3 BS EN 12192-2:1999 Ame

4、ndments issued since publication Amd. No. Date Comments National foreword This British Standard is the English language version of EN 12192-2:1999. The UK participation in its preparation was entrusted by Technical Committee B/517, Concrete, to Subcommittee B/517/8, Repair and protection of concrete

5、, which has the responsibility to: aid enquirers to understand the text; present to the responsible 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

6、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 Standards Catalogue under the section entitled

7、“International Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance w

8、ith a British Standard does not of itself 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 13 and a back cover. The BSI copyright notice displayed in this document indicates when the document was last

9、 issued.EUROPEAN STANDARD EN 12192-2 NORME EUROPENNE EUROPISCHE NORM May 1999 ICS 83.180; 91.080.40 English version Products and systems for the protection and repair of concrete structures Granularity analysis Part 2:Test method for fillers for polymer bonding agents Produits et systmes pour la pro

10、tection et la rparation des structures en bton Analyse granulomtrique Partie 2: Mthode dessai pour les charges de produits de collages structuraux base de polymres Produkte und System fr den Schutz und die Instandsetzung von Betontragwerken Korngrenanalyse Teil 2:Prfverfahren fr Fllstoffe fr Polymer

11、klebstoffe This European Standard was approved by CEN on 16 April 1999. 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-date lists and bibliograp

12、hical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. 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 CE

13、N member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway,

14、 Portugal, Spain, Sweden, Switzerland and United Kingdom. CEN European Committee for Standardization Comit Europen de Normalisation Europisches Komitee fr Normung Central Secretariat: rue de Stassart, 36 B-1050 Brussels 1999 CEN All rights of exploitation in any form and by any means reserved worldw

15、ide for CEN national Members. Ref. No. EN 12192-2:1999 EPage 2 EN 12192-2:1999 BSI 09-1999 Contents Page Foreword 3 1 Scope 4 2 Normative references 4 3 Test method 4 4 Apparatus 4 5 Sampling 5 6 Test procedure 5 7 Expression of results 6 8 Test report 7 Annex A (informative) Method of checking groo

16、ve depth 12 Annex B (informative) Bibliography 13Page 3 EN 12192-2:1999 BSI 09-1999 Foreword This European Standard has been prepared by Technical Committee CEN/TC 104, Concrete (performance, production, placing and compliance criteria), the Secretariat of which is held by DIN. This European Standar

17、d shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by November 1999, and conflicting national standards shall be withdrawn at the latest by November 1999. According to the CEN/CENELEC Internal Regulations, the national stan

18、dards 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, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. It has bee

19、n prepared by Subcommittee 8, Products and systems for the protection and repair of concrete structures (Secretariat AFNOR). This European Standard describes several types of test methods: prEN 121921, Products and systems for the protection and repair of concrete structures Test methods Granulometr

20、y size grading Part 1: Method for dry components of premixed mortars; EN 121922, Products and systems for the protection and repair of concrete structures Test methods Granulometry size grading Part 2: Method for fillers for polymer bonding agents. Specifications for the products and systems for the

21、 repair and the protection of concrete structures will be the subject of separate standards.Page 4 EN 12192-2:1999 BSI 09-1999 1 Scope This European Standard specifies a method for determining the maximum particle size of fillers in structural bonding agents by the use of a suitable gauge, graduated

22、 in micrometres. 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 references, subsequent amendm

23、ents 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. EN 21512, Paints and varnishes Sampling of products in liquid or paste form (ISO

24、1512:1991). EN ISO 1514, Paints and varnishes Standard panels for testing (ISO 1514:1993). 3 Test method The maximum particle size of the filler is the reading obtained on a standard gauge under specified conditions of test, indicating the depth of the groove of the gauge at which discrete solid par

25、ticles in the product are readily discernible. 4 Apparatus 4.1 Gauge, consisting of a block of stainless steel approximately 175 mm long, 65 mm wide and 13 mm thick. The top surface of the block shall be both plane and ground smooth and shall contain one or two grooves approximately 140 mm long and

26、12,5 mm wide parallel to the longer sides of the block. The depth of each groove shall be uniformly tapered along its length from a suitable depth (for example 50 m, 100 m, 250 m or 500 m) at one end to zero depth at the other end and shall be graduated as specified in Table 1. Diagrams of typical g

27、auges are given in Figure 1. The depth of the groove at any position along its length shall not depart from its nominal value at any position across the groove by more than 2,5 m. A method of checking the groove depth is described in annex A.Page 5 EN 12192-2:1999 BSI 09-1999 Table 1 Graduation of t

28、ypical gauges and the ranges for which gauges are recommended Maximum depth of groove Interval of graduation Recommended range m m m 500 50 150 to 400 250 25 50 to 150 100 10 40 to 9050 5 15 to 40 The top surface of the block shall be finished by fine grinding or lapping; it shall be flat so that al

29、l points lie between two parallel planes 12 m apart and, in addition, at every position along the surface, the transverse generator shall be straight so that all points along it lie between two parallel straight lines 1 m apart. The top and bottom surfaces of the block shall be parallel within 25 m.

30、 NOTE The precision of the maximum particle size determination depends in part on which gauge is used (see clause 6). Therefore it is essential to identify the gauge (500 m, 250 m, 100 m, 50 m) when reporting results or specifying requirements. 4.2 Scraper, consisting of a single- or doubled-edged s

31、teel blade approximately 90 mm long, 40 mm wide and 6 mm thick. The edge(s) on the long side(s) shall be straight and rounded to a radius of approximately 0,25 mm. A drawing of a suitable scraper is shown in Figure 2. The scraper shall be periodically checked for wear, damage or warping by placing t

32、he edge of the scraper on the reference plane surface (see A.2.3) and inspecting the contact edge against a strong light. Reject the scraper if poor contact between the edge of the scraper and the reference plane surface is revealed when the scraper is rocked backwards and forwards. NOTE 1 The top s

33、urface of the gauge can be used for routine checking of the scraper, provided that it itself is not worn or warped and verified by use of the reference plane surface. NOTE 2 When not in use, the scraper should be stored in a container lined with velvet or similar soft material. 5 Sampling Take a rep

34、resentative sample of the product to be tested as specified in EN 21512. Examine and prepare the sample for testing as specified in EN ISO 1514. 6 Test procedure 6.1 Carry out a preliminary determination to establish the size of gauge most suitable for the test and the approximate maximum particle s

35、ize of the test sample (see Table 1 and the note to 6.5). This approximate determination shall not be included in the results of the test. Then carry out the determination in triplicate. 6.2 Place the gauge (4.1), which shall be thoroughly clean and dry, on a flat, horizontal, nonslip surface. 6.3 P

36、our a sufficient amount of sample into the deep end of the groove so that it overflows the groove slightly. Take care that during pouring the sample does not trap any air.Page 6 EN 12192-2:1999 BSI 09-1999 6.4 Grasp the scraper (4.2) between the thumbs and fingers of both hands and place it edgewise

37、 in contact with the surface of the gauge at the extreme deep end of the groove with the length of the scraper parallel to the width of the gauge. While holding the scraper perpendicular to the surface of the gauge and at right angles to the length of the groove, draw it at a uniform rate over the s

38、urface of the gauge to a point beyond the zero depth of the groove in 1 s to 2 s. Apply sufficient downward pressure on the scraper to ensure that the groove is filled with the sample and that any surplus is removed. 6.5 In a time not exceeding 3 s from the completion of the drawdown, view the gauge

39、 from the side in such a manner that the line of vision is at right angles to the long dimension of the groove and at an angle of not more than 30 nor less than 20 to the surface of the gauge while it is in a light that will make the pattern on the sample in the groove readily visible. NOTE If the r

40、heology of the sample is such that a smooth pattern is not obtained after drawdown, a minimal quantity of an appropriate thinner or blinder solution can be added to the sample by hand stirring, and the test repeated. Any dilution should be stated in the test report. In some instances, the dilution o

41、f the sample can lead to flocculation and the fineness of grind can be affected. 6.6 Observe the point where the product first shows a predominantly speckled appearance and, in particular, where a 3 mm wide band across the groove contains five to ten particles (see Figures 3 and 4). Disregard any sc

42、attered specks that may appear prior to the point where the predominantly speckled appearance begins. Estimate the position of the upper limit to the nearest: a) 20 m for the 500 m gauge; b) 10 m for the 250 m gauge; c) 5 m for the 100 m gauge; d) 2 m for the 50 m gauge. 6.7 Clean the gauge and scra

43、per carefully with a suitable solvent immediately after each reading. 7 Expression of results Calculate the mean of the three determinations and record the result to the same precision as the original readings (see 6.6).Page 7 EN 12192-2:1999 BSI 09-1999 8 Test report The test report shall contain a

44、t least the following information:a) the type and identification of the product tested;b) designation of the gauge used;c) details of any dilution (see note to 6.5);d) the results of the test, expressed in micrometres;e) any deviation, by agreement or otherwise, from the test procedure specified;f)

45、the date of the test;g) reference to this European Standard.Page 8 EN 12192-2:1999 BSI 09-1999 Figure 1 Typical gaugesPage 9 EN 12192-2:1999 BSI 09-1999 Dimensions (approximate) in millimetres Figure 2 Suitable scraperPage 10 EN 12192-2:1999 BSI 09-1999 Figure 3 Typical reading on gauge Figure 4 Enl

46、arged view of gauge reading 14 mPage 11 EN 12192-2:1999 BSI 09-1999 Dimensions in millimetres 1 Bracket 2 Harden and grind base so that knife edges are central with 8 ream hole 3 Rock backwards and forewords on “knife edges” to find minimum deflection on dial guage 4 Outline of Marcer type 54 dial g

47、uage 5 Plunger contact point Figure 5 Dial gauge mounting blockPage 12 EN 12192-2:1999 BSI 09-1999 Annex A (informative) Method of checking groove depth A.1 General Prolonged use can cause wear of the top surface of a gauge, thereby altering the effective groove depth. Thus the groove depth shall be

48、 periodically checked, and a suitable method is described below. A.2 Apparatus A.2.1 Dial indicator gauge, plunger type, reading to 2 m or better and fitted with a stylus having a radius of less than 0,25 mm. A.2.2 Dial gauge mounting block, of length approximately 60 mm and of similar section to th

49、e working edge of the scraper (4.2), i.e. with an edge of diameter 0,25 mm and with an included angle of 60 (see Figure 5). The block shall provide means of rigidly holding the dial gauge so that its plunger can pass perpendicularly through the centre of the block. A vertical line shall be scribed or machined on the end faces of the block. It is recommended that the block be fitted with heat insulating pads. A.2.3 Reference plane surface, consisting of an accurately lapped