DIN EN 1015-1-2007 Methods of test for mortar for masonry - Part 1 Determination of particle size distribution (by sieve analysis) (includes Amendment A1 2006) English version of D.pdf

1、May 2007DEUTSCHE NORM English price group 6No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 91.100.10!,xb.“9856311www.d

2、in.deDDIN EN 1015-1Methods of test for mortar for masonry Part 1: Determination of particle size distribution (by sieve analysis)(includes Amendment A1:2006)English version of DIN EN 1015-1:2007-05Prfverfahren fr Mrtel fr Mauerwerk Teil 1: Bestimmung der Korngrenverteilung (durch Siebanalyse) (enthl

3、t nderungA1:2006)Englische Fassung DIN EN 1015-1:2007-05SupersedesDIN EN 1015-1:1998-12www.beuth.deDocument comprises 10 pages 08.07DIN EN 1015-1:2007-05 2 National foreword This standard has been prepared by CEN/TC 125 “Masonry” (Secretariat: BSI, United Kingdom). The responsible German body involv

4、ed in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technical Committees NA 005-06-01 AA Mauerwerksbau and NA 005-06-04 AA Prfverfahren. This European Standard is part of a series of standards specifying methods used to check compliance of mor

5、tar for masonry with the requirements specified in the relevant product standard. Amendment A1:2006 has been integrated in this standard and is marked by a vertical line in the left margin. Amendments This standard differs from DIN EN 1015-1:1998-12 as follows: a) In clause 2, the explanatory text h

6、as been amended. b) All occurrences of “pr” preceding EN references have been deleted throughout the document. c) In 7.1, the first paragraph has been changed. Previous editions DIN EN 1015-1: 1998-12 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1015-1 October 1998 +A1 December 2006 ICS 91.1

7、00.10 English version Methods of test for mortar for masonry Part 1: Determination of particle size distribution (by sieve analysis) Mthodes dessai des mortiers pour maonnerie Partie 1: Dtermination de la rpartition granulomtrique (par tamisage) Prfverfahren fr Mrtel fr Mauerwerk Teil 1: Bestimmung

8、der Korngrenverteilung (durch Siebanalyse)EN 1015-1:1998 was approved by CEN on 1998-09-04 and Amendment A1 on 2006-10-26. 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 with

9、out 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. The European Standards exist in three official versions (English, French, German). A version in any other language made

10、 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, Cyprus, the Czech Republic, Denmark, Estonia, Finland, France, Germany

11、, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, the Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, and the United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NO

12、RMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1015-1:1998 + A1:2006 EEN 1015-1:1998 + A1:2006 (E) 2 Contents Page Foreword to EN 1015-1:19983 Foreword to EN 1015-1

13、:1998/A1:2006.3 1 Scope 3 2 Normative references 3 3 Principle4 4 Symbols 4 5 Apparatus .4 6 Preparation and storage of test samples from the bulk test sample .5 7 Procedure .5 7.1 General5 7.2 Wet sieving .5 7.3 Dry sieving5 7.4 Weighing.6 8 Calculation and expression of results.6 9 Test report 6 A

14、nnex A (informative) Bibliography 8 EN 1015-1:1998 + A1:2006 (E) 3 Foreword to EN 1015-1:1998 This European Standard has been prepared by Technical Committee CEN/TC 125 “Masonry”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either

15、 by publication of an identical text or by endorsement, at the latest by April 1999, and conflicting national standards shall be withdrawn at the latest by September 2000. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to

16、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. Foreword to EN 1015-1:1998/A1:2006 This document (EN 1015-1:1998/A1:20

17、06) has been prepared by Technical Committee CEN/TC 125 “Masonry”, the secretariat of which is held by BSI. This Amendment to the European Standard EN 1015-1:1998 shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 200

18、7, and conflicting national standards shall be withdrawn at the latest by June 2007. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Es

19、tonia, 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. 1 Scope This European Standard specifies two methods of determining the

20、particle size distribution of dry mixed or non hardened wet mixed mortars. The method of wet sieving is applicable to mortars containing normal weight aggregates and the method of dry sieving to mortars containing lightweight aggregates. This European standard does not cover particle size distributi

21、on of separate aggregates which should be determined in accordance with the test method described in European Standard EN 933, nor does it cover mixes containing fibres which cannot be removed before sieving. 2 Normative references The following referenced documents are indispensable for the applica

22、tion 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 998-1, Specification for mortar for masonry Part 1: Rendering and plastering mortar with inorganic binding agents

23、EN 998-2, Specification for mortar for masonry Part 2: Masonry mortar EN 1015-1:1998 + A1:2006 (E) 4 EN 1015-2, Methods of test for mortar for masonry Part 2: Bulk sampling of mortars and preparation of test mortars 3 Principle A series of test sieves (5.2) with increasing aperture size are nested o

24、n top of one another on a bottom pan. The sample is placed on the top sieve and the stack of sieves is then agitated until further agitation causes no change in the mass retained on each sieve, which is weighed. NOTE For samples with particles of different densities the sieve analysis will only give

25、 the particle size distribution in % of total mass. 4 Symbols mris the mass of the fraction retained on the sieve, (g); A is the area of the sieve (mm2); d is the nominal aperture size of the sieve, (mm); dmaxis the maximum aggregate size of the sample, in (mm). 5 Apparatus 5.1 Weighing instrument w

26、ith a capacity of 1 kg capable of weighing to an accuracy of 0,1 g . 5.2 Test sieves, with square apertures, conforming with Table 1. NOTE For aperture sizes of 4,00 mm and above, perforated plate sieves are recommended. 5.3 Mechanical sieve shaker. Table 1 Test sieve aperture sizes Aperture sizes m

27、m 8,00 4,00 2,00 1,00 0,500 0,250 0,125 0,063 5.4 Well fitting pan and lid, for the sieves. EN 1015-1:1998 + A1:2006 (E) 5 5.5 Shallow trays, made of corrosion-resistant metal, approximately 200 mm in diameter and 50 mm in height. 5.6 Containers, suitable for holding fresh mortar samples to which wa

28、ter can be added for creation of a suspension. 5.7 A ventilated oven, capable of maintaining a temperatures of 105 C 5 C and 60 C 5 C respectively. 6 Preparation and storage of test samples from the bulk test sample The bulk test sample taken in accordance with EN 1015-2 shall be reduced using a sam

29、ple divider or by quartering, and shall yield a test sample of mass larger than the minimum, but not of an exact predetermined value. The minimum dry mass of the test sample shall be as follows: 0,2 kg for dmax 4 mm 0,6 kg for dmax 4 mm Mortars containing particles passing aperture size 0,125 mm, ma

30、y be wetted before reduction to minimize segregation and loss of dust. If the sample contains hydraulic binders, the following preparation under wet condition shall be executed as quickly as possible. If dry sieving is required, the wetting of mortars containing hydraulic binders shall be omitted. I

31、f the material to be sieved contains fibres, these shall be removed prior to sieving and be considered as not belonging to the material to be sieved. Their proportion and type shall be recorded and described. If removal is not possible, then sieving in accordance with this European standard is not a

32、pplicable. 7 Procedure 7.1 General Mortars shall be tested by dry sieving unless it is anticipated that they may contain agglomerates, when wet sieving shall be used. NOTE Mortars containing lightweight or organic aggregates may become statically charged by the motion of the material on the sieve, r

33、esulting in agglomeration, or sticking to the sieve base. Should such a phenomenon occur, suitable measures should be taken. 7.2 Wet sieving Place the test sample in a container (5.6) and cover it with water. Mix the suspension up quickly, and pour it with the wash water on the nested sieves (5.2).

34、Carry out sieving with the aid of a water jet until the wash water remains clean. Remove the fraction retained on each sieve and from the pan and spread each fraction in a thin layer into separate shallow trays (5.5). Dry each in the oven at a temperature of 105 C 5 C. Continue the drying process un

35、til two consecutive weighings of each fraction at 2 h intervals do not differ by more than 0,2 g. 7.3 Dry sieving Spread the sample in a thin layer in shallow trays (5.5) and dry in the oven (5.7) at a temperature of 105 C 5 C. For samples with organic constituents, e.g. expanded polystyrene aggrega

36、te or exfoliated vermiculite, use a drying temperature of 60 C 5 C. Continue the drying process until two consecutive weighings of the sample at 2 h intervals do not differ by more than 0,2 g. EN 1015-1:1998 + A1:2006 (E) 6 Place the dried sample on the nested sieves and carry out sieving until it i

37、s ascertained that less than 0,2 % of the total sample mass will pass any individual sieve during continuous hand sieving for 1 min. Do not force any material through the sieve. 7.4 Weighing Determine the mass of each fraction (mr) retained on the individual sieves and sum them to give the mass of t

38、he total sample. The difference between the total and the sample weight is the amount of fine particles. On sieves with apertures smaller than 4,00 mm, the mass of each fraction retained at the end of the sieving operation shall not exceed: 200rdAm = If any of the mass fractions retained exceeds thi

39、s amount, use one of the two following procedures: a) divide the fraction into portions smaller than the specified maximum and sieve these one after the other; or b) divide the portion of the sample passing the 4,00 mm sieve with the aid of a sample divider or by quartering, and continue the sieve a

40、nalysis on the reduced sample. 8 Calculation and expression of results Calculate the individual fractions, as percentages of the total mass of the sample, and calculate the total percentage of material passing each sieve. If a dividing operation as described in 7.4 was performed, take this into acco

41、unt in the calculation. 9 Test report The test report shall include the following information : a) the number, title and date of issue of this European Standard; b) the place, date and time of taking the bulk test sample1); NOTE This is the sample taken from the bulk supply that is to be used for al

42、l of the tests in EN 1015. c) the method used for taking the bulk test sample (if known) and the name of the organization that took it; d) the date and time of testing; e) the type, origin and designation of the mortar by reference to the relevant part of EN 998; f) the total mass of each individual

43、 test sample; g) the method of sieving (dry or wet); 1) This information is contained on the certificate of sampling (see EN 1015-2). EN 1015-1:1998 + A1:2006 (E) 7 h) the percentage of the mass of the total sample retained on each sieve, but passing the next larger sieve, and/or the cumulative perc

44、entage of the mass of the total sample passing each of the sieves, to the nearest 1 % and, if required, a graphical presentation of the results; i) remarks, if any. EN 1015-1:1998 + A1:2006 (E) 8 Annex A (informative) Bibliography The following informative reference is made in this standard: EN 933, Tests for geometrical properties of aggregates (multi-part standard in preparation in CEN/TC 154)