1、May 2007DEUTSCHE NORM English price group 7No 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/“www.din.deDD
2、IN EN 1015-3Methods of test for mortar for masonry Part 3: Determination of consistence of fresh mortar (by flow table)(includes Amendments A1:2004 + A2:2006)English version of DIN EN 1015-3:2007-05Prfverfahren fr Mrtel fr Mauerwerk Teil 3: Bestimmung der Konsistenz von Frischmrtel (mit Ausbreittisc
3、h) (enthltnderungen A1:2004 + A2:2006)Englische Fassung DIN EN 1015-3:2007-05SupersedesDIN EN 1015-3:2004-06www.beuth.deDocument comprises 11 pages 985631208.07DIN EN 1015-3:2007-05 2 National foreword This standard has been prepared by CEN/TC 125 “Masonry” (Secretariat: BSI, United Kingdom). The re
4、sponsible German body involved 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 use
5、d to check compliance of mortar for masonry with the requirements specified in the relevant product standard. Amendments A1:2004 (marked by a single vertical line in the left margin) and A2:2006 (marked by a double vertical line in the left margin) have been integrated in this standard. Amendments T
6、his standard differs from DIN EN 1015-3:2004-06 as follows: a) In clause 2, the explanatory text has been amended. b) All occurrences of “pr” preceding EN references have been deleted throughout the document. c) In clause 6, the first paragraph has been amended. Previous editions DIN 18555-2: 1982-0
7、9 DIN EN 1015-3: 1999-04, 2004-06 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1015-3 October 1999 +A1 +A2 March 2004 December 2006 ICS 91.100.10 English version Methods of test for mortar for masonry Part 3: Determination of consistence of fresh mortar (by flow table) Mthodes dessai des mor
8、tiers pour maonnerie Partie 3: Dtermination de la consistance du mortier frais ( la table secousses) Prfverfahren fr Mrtel fr Mauerwerk Teil 3: Bestimmung der Konsistenz von Frischmrtel (mit Ausbreittisch) EN 1015-3:1999 was approved by CEN on 1998-09-04, Amendment A1 on 2004-01-02 and Amendment A2
9、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 without any alteration. Up-to-date lists and bibliographical references concerning such national standards may b
10、e 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 by translation under the responsibility of a CEN member into its own language and notified to the Managemen
11、t 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, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, the Netherlands, Norway, P
12、oland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, and the United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form
13、 and by any means reserved worldwide for CEN national Members. Ref. No. EN 1015-3:1999 + A1:2004 + A2:2006 EEN 1015-3:1999 + A1:2004 + A2:2006 (E) 2 Contents Page Foreword to EN 1015-3:19993 Foreword to EN 1015-3:1999/A1:2004.3 Foreword to EN 1015-3:1999/A2:2006.3 Introduction .3 1 Scope 4 2 Normati
14、ve references 4 3 Principle4 4 Apparatus .4 5 Sampling, preparation and storage of test samples5 6 Procedure .5 7 Calculation and expression of results.5 8 Test report 6 Annex A (normative) Details of flow table 7 Annex B (informative) Bibliography 8 EN 1015-3:1999 + A1:2004 + A2:2006 (E) 3 Foreword
15、 to EN 1015-3:1999 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 by publication of an identical text or by endorsement, at the latest by Au
16、gust 1999, and conflicting national standards shall be withdrawn at the latest by December 2001. 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
17、, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Foreword to EN 1015-3:1999/A1:2004 This document (EN 1015-3:1999/A1:2004) has been prepared by Technical Committee CEN/TC 125 “Masonry”, the secr
18、etariat of which is held by BSI. This Amendment to the European Standard EN 1015-3:1999 shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by September 2004, and conflicting national standards shall be withdrawn at the latest
19、 by September 2004. 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, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Irelan
20、d, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Foreword to EN 1015-3:1999/A2:2006 This document (EN 1015-3:1999/A2:2006) has been prepared by Technical Committee CEN/TC 125 “Masonry”, the secre
21、tariat of which is held by BSI. This Amendment to the European Standard EN 1015-3:1999 shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2007, and conflicting national standards shall be withdrawn at the latest by Ju
22、ne 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, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, L
23、atvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Introduction Fresh mortar is brought to a defined level of consistence as measured using the flow table prior to the assessment of those properties
24、which are used to characterise it. EN 1015-3:1999 + A1:2004 + A2:2006 (E) 4 Consistence is a measure of the fluidity and/or wetness of the fresh mortar and gives a measure of the deformability of the fresh mortar when subjected to a certain type of stress. The consistence however is not directly ass
25、ociated with the manner in which the fresh mortar handles when used by a craftsman. Normally there will be a linear correlation between flow value, measured in accordance with this test method, and the plunger penetration value measured in accordance with EN 1015-4, for the same type of mortar with
26、increasing water content, but the slope will differ with different type of mortars. 1 Scope This European Standard specifies a method for determining the consistence of freshly mixed mortars (in the following briefly referred to as fresh mortars) including those containing mineral binders and both n
27、ormal weight and lightweight aggregates, which is by means of the flow value. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the refe
28、renced document (including any amendments) applies. EN 998-1, Specification for mortar for masonry Part 1: Rendering and plastering mortar with inorganic binding agents EN 998-2, Specification for mortar for masonry Part 2: Masonry mortar EN 1015-2, Methods of test for mortar for masonry Part 2: Sam
29、pling of mortars and preparation of test mortars 3 Principle The flow value is measured by the mean diameter of a test sample of the fresh mortar which has been placed on a defined flow table disc by means of a defined mould, and given a number of vertical impacts by raising the flow table and allow
30、ing it to fall freely through a given height. 4 Apparatus 4.1 A flow table, as described in annex A, consisting of the following main parts: stand rigid table plate and disc horizontal shaft and lifting cam lifting spindle 4.2 A truncated conical mould made of stainless steel or brass, 60 mm 0,5 mm
31、in height and with internal diameter of 100 mm 0,5 mm at the bottom and 70 mm 0,5 mm at the top. The inside surface and the edges of the mould are smooth. The planes containing the top and bottom edges are at right angles to its axis. The minimum thickness of the mould wall is 2,0 mm. EN 1015-3:1999
32、 + A1:2004 + A2:2006 (E) 5 4.3 A tamper consisting of a rigid, non-absorptive rod of circular cross-section, approximately 40 mm in diameter and approximately 200 mm long. The tamping face is flat and at right angles to the length of the tamper. The mass of the tamper is 0,250 kg 0,015 kg. 4.4 Calip
33、ers capable of measuring diameters up to 300 mm with an accuracy of 1 mm. 4.5 Trowel. 4.6 Palette knife. 5 Sampling, preparation and storage of test samples The fresh mortar for this test shall have a minimum volume of 1,5 l and shall be obtained by reduction of the bulk test sample (see EN 1015-2)
34、using a sample divider or by quartering. Ready to use mortars (factory-made wet mortars which are retarded), and pre-batched air-lime/sand wet mortars when not gauged with hydraulic binders, shall be tested within their specified workable life. Mortars that are made from dry constituents and water s
35、hall be mixed in accordance with EN 1015-2 unless otherwise specified. The length of mixing period shall be measured from the moment all the constituents are introduced into the mixer. Before testing, the batch shall be gently stirred by hand using a trowel or palette knife in 510 seconds to counter
36、act any false setting etc., but without any additional mixing of the batch. Any deviation from the mixing procedure shall be noted. Two test samples shall be tested. 6 Procedure Before each test, wipe the disc and the inner surface and edges of the mould (4.2) clean with a damp cloth and let it dry.
37、 If the table has not been used within the last 24 h, operate for ten revolutions before use. Place the mould centrally on the disc of the flow table (4.1) and introduce the mortar in two layers, each layer being compacted by at least 10 short strokes of the tamper (4.3) to ensure uniform filling of
38、 the mould. During filling, hold the mould firmly on the disc, using one hand. Skim off the excess mortar with a palette knife and wipe the free area of disc clean and dry, being especially careful to remove any water from around the bottom edge of the mould. After approximately 15 s, slowly raise t
39、he mould vertically and spread out the mortar on the disc by jolting the flow table 15 times at a constant frequency of approximately one per second. Measure the diameter of the mortar in two directions at right angles to one another using calipers (4.4). State the results in mm to the nearest mm. 7
40、 Calculation and expression of results Calculate the mean value of the two measurements. This mean value is the flow value for the test sample. If the individual flow values from the two test samples deviate from their mean value by less than 10 %, use this mean value as the flow value of the mortar
41、. If the two individual flow values deviate from their mean value by more than 10 %, repeat the test using further mortar from the reduced bulk test sample (see Clause 5) and if the results deviate from the mean value by less than 10 % use the mean value from the repeat test as the flow EN 1015-3:19
42、99 + A1:2004 + A2:2006 (E) 6 value of the mortar. If the results differ by more than 10 % consider the measurements unsatisfactory and take fresh test samples from the bulk test sample or laboratory prepared mortar and repeat the test. 8 Test report The test report shall include the following inform
43、ation : 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 all of the tests in EN 1015. c) the method used for taking the bulk test sample (if known)
44、 and the name of the organization that took it; d) the type, origin and designation of the mortar by reference to the relevant part of EN 998; e) preparation (mixing, casting) and storage (curing) conditions; f) the date and time of preparing test samples for test (i.e. date and time of any mixing,
45、casting, moulding, or demoulding procedure, if appropriate); g) the date and time of testing; h) test results (individual measurements and the flow values in mm for each test sample) i) remarks, if any. 1) This information is contained on the certificate of sampling (see EN 1015-2). EN 1015-3:1999 +
46、 A1:2004 + A2:2006 (E) 7 Annex A (normative) Details of flow table Details of the flow table defined in this European Standard are shown in Figure 1. The stand for the flow table shall be made of steel or cast iron. The flow table shall be mounted without any other support directly on a horizontal,
47、non sprung and non plastic, stable base. NOTE 1 A concrete pedestal with a mass of more than 25 kg is suitable. The horizontal shaft with the mounted lifting cam when turned at a constant velocity shall raise the lifting spindle and the flow table by 10 mm/s 0,2 mm/s. The lifting cam shall be an eve
48、n steady rising spiral constructed such that it will resume permanent contact with the lifting spindle from 120 after the impact has occurred and through the following 240 rotation up to the next impact. The vertical lifting spindle shall be fastened at top in the middle of a rigid table plate. Both
49、 of these shall be made of steel or cast iron. The lifting spindle shall be stabilised by bearings spaced minimum 60 mm vertical in the stand, the bearings having a tolerance in diameter of 0,05 mm to 0,1 mm. NOTE 2 The contact faces of the lower end of the lifting spindle and of the lifting cam should be constructed to ensure long term performance. A rotatable roller in the lower end of the lifting spindle is suitable. The edge of the lifting cam and the lower end of the lifting spindle may alternatively be hardened to a Brine
