EN 1015-3-1999 en Methods of test for mortar for masonry - Part 3 Determination of consistence of fresh mortar (by flow table) (Incorporates Amendments A1 2004 and A2 2006)《圬工灰浆试验方.pdf

1、BRITISH STANDARD BS EN1015-3:1999Incorporating amendment no. 1 and amendment no. 2Methods of test for mortar for masonry Part 3: Determination of consistence of fresh mortar (by flow table)This European Standard EN 1015-3:1999, with the incorporation ofamendments A1:2004 and A2:2006, has the status

2、of a British StandardICS 91.100.10nullnull nullnullnullnullnullnullnull nullnullnullnullnullnullnull nullnullnull nullnullnullnullnullnullnullnullnullnull nullnullnullnullnullnull nullnull nullnullnullnullnullnullnullnullnull nullnull nullnullnullnullnullnullnullnullnull nullnullnullBS EN 1015-3:199

3、9This 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 Committeeand comes into effect on 15 June 1999 BSI 2007ISBN 0 580 30746 8National forewordThis British Standard was publishe

4、d byBSI. It is the UK implementation of EN 1015-3:1999, incorporating amendments A1:2004 and A2:2006. It isincluded in a package of standards that supersedes BS 4551-1:1998, which iswithdrawn.The start and finish of textintroduced or altered by amendment is indicated in the text by tags !“. Tags ind

5、icating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated by!“.The UK participation in its preparation was entrusted byTechnical Committee B/519, Masonry and associated testing, to Subcommittee B/519/2, Mortar.A list of organization

6、s represented on this subcommittee can be obtained on request to its secretary. This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.A

7、mendments issued since publicationAmd. No. Date Comments1541917 November 2004Correction to 8th paragraph of Annex A1688231 January 2007Amendments to normative references and procedure clauseEUROPEAN STANDARD NORME EUROPENNEEUROPISCHE NORMEN 1015-3 February 1999+ A1March 2004ICS 91.100.10English vers

8、ionMethods of test for mortar for masonry Part 3: Determination of consistence of fresh mortar (by flow table) Mthodes dessai des mortiers pour maonneriePartie3:Dtermination de la consistance du mortier frais ( la table secousses)Prfverfahren fr Mrtel fr Mauerwerk Teil 3: Bestimmung der Konsistenz v

9、on Frischmrtel (mit Ausbreittisch)This European Standard was approved by CEN on 4 September 1998;amendment A1 was approved by CENon 2 January 2004. CEN members are bound to comply with the CEN/CENELEC InternalRegulations which stipulate the conditions for giving thisEuropean Standardthe status of a

10、national standard without any alteration. Up-to-date lists andbibliographical references concerning such national standards may b eobtainedon application to the Central Secretariat or to any CENmember. This European Standard exists inthree official versions (English, French,German). A version in any

11、 other language made by translation under theresponsibility of aCEN member into its own languageand notifiedtotheCentral Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus,Czech Republic, Denmark, Estonia, Finland, Fran

12、ce, Germany, Greece, Iceland,Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,Poland,Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and UnitedKingdom.CENEuropean Committee for StandardizationComit Europen de NormalisationEuropisches Komitee fr NormungCentral Secret

13、ariat: rue de Stassart 36, B-1050 Brussels 1999CEN All rights of exploitationinany form andby any means reservedworldwide for CEN national Members.+ A 2December 2006Ref.No. EN1015-3:1999EN 1015-3:19992ForewordThis European Standard has been prepared byTechnical Committee CEN/TC125, Masonry, theSecre

14、tariat of which is held by BSI.This European Standardshall begiventhe statusofa national standard, either by publication of anidentical text or by endorsement, at thelatest byAugust 1999, and conflictingnational standards shall be withdrawn at the latest by December2001. According to the CEN/CENELEC

15、 InternalRegulations, 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,Netherlands, Norway, Portugal, Spain, Sweden, Switzerl

16、and and the United Kingdom.Foreword to amendment A1This document (EN 1015-3:1999/A1:2004) has beenprepared by Technical CommitteeCEN/TC 125, Masonry, the Secretariat of which is held by BSI.This European Standardshall begiventhe statusofa national standard, either by publication of anidentical text

17、or by endorsement, at thelatest bySeptember 2004, andconflicting national standards shall be withdrawn at the latest by September 2004.According to the CEN/CENELEC InternalRegulations, the national Standards organizationsof the following countries are bound to implement this European Standard: Austr

18、ia, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia,Spain, Sweden, Switzerland andthe United Kingdom.ContentsPageForeword2Introduction

19、 31Scope 32Normative references 33Principle 34Apparatus35Sampling, preparation and storage oftest samples 46Procedure 47Calculation and expression of results48Test report 5Annex A(normative) Details of flow table6Annex B (informative) Bibliography 6Foreword to amendment A2This document (EN 1015-3:19

20、99/A2:2006) has been prepared by Technical Committee CEN/TC 125 M asonry, the secretariat of which is held by BSI. This Amendment to the European Standard EN 1015-3:1999 shall be given the status of a nationalstandard, either by publication of an identical text or by endorsement, at the latest by Ju

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

22、k, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy,Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and UnitedKingdom. , , BSI 2007EN 1015-3:19993IntroductionFresh mortar is brought to a d

23、efined level of consistence as measured using the flow table prior to the assessment of those properties which ar e used to characterize it.Consistence is a measure of the fluidity and/or wetness of the fresh mortar and givesa measure of the deformability of the fresh mortar when subjectedto a certa

24、in type ofstress. The consistenc e however is not directly associated with the manner i n which the fresh mortar handles when used by a craftsman. Normally there will be a linear corre lation between flow value, measured in accordance withthis testmethod, and the plunger penetration value measured i

25、n accordance with EN1015-4, for the same type ofmortar with increasing water content, but the slope will differ with different types of mortars.1 Scope # The following referenced documents are indispensable for the application of this document. For datedreferences, only the edition cited applies. Fo

26、r undated references, the latest edition of the referenceddocument (including any amendments) applies.2 Normative referencesEN 998-1 , Specificationfor mortar for masonry Part 1: Rendering and plastering mortar with inorganic binding agents.EN 998-2 , Specificationfor mortar for masonry Part2: Mason

27、ry mortar.EN 1015-2, Methods of test for mortar for masonry Part 2: Sampling of mortars and preparation of test mortars.3 PrincipleThe flow value is measured by the mean diameterof atest sample of the fresh mortar which has been placed on adefined flow table disc by means of adefined mould, and give

28、n a number of vertical impacts byraising the flow table and allowing it to fall freely through a given height.4 Apparatus4.1 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 trun

29、cated conical mould, made of stainless steel or brass, 60 mm 0,5 mm in height and withinternal diameter of100 mm 0,5 mm at the bottom and70mm0,5 mm at the top. The inside surfaceand the edges of the mould are smooth. The planes containing the top and bottom edges are at right anglesto its axis. The

30、minimum thickness of the mould wall is 2,0 mm.4.3 A tamper, consisting of a rigid, non-absorptive rod of circular cross-section, approximately 40 mm in diameter andapproximately200 mm long. The tamping face is flat andat right anglesto the length of thetamper. The massof the tamper is 0,250kg0,015 k

31、g.4.4 Calipers, capable ofmeasuring diameters up to 300mm with an accuracy of1mm. 4.5 Trowel. 4.6 Palette knife . $This European Standard specifies a method for determining the consistence of freshly mixed mortars(inthe following briefly referred to as fresh mortars) including those containing miner

32、al binders and bothnormal weight and lightweight aggregates, which is by means of the flow value.#$# BSI 2007$EN 1015-3:199945 Sampling, preparation and storage of test samples The fresh mortar for this test shall have a minimum volume of 1,5l and shall be obtained by reductionofthe bulk test sample

33、 (see EN 1015-2) using a sample divid er or by quartering. Ready to use mortars (factory-made wetmortars whichare retarded), and pre-batched air-lime/sand wetmortars when not gauged with hydraulic binders, shall be tested w ithin their specified workable life.Mortars that are made from dry constitue

34、nts and water shall be mixed in accordance withEN 1015-2unless otherwise specified.The length of the mixing period shall be measured from the moment all the constituents are introducedinto the mixer.Before testing,the batch shall be gently stirred byhand using a trowel or palette knife in510seconds

35、tocounteract 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 test ed.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 l

36、et it dry. If the table has not been used within the last24h, operate itfor 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 compactedbyat least 10 short strokes of the tamper ( 4.3) toensure uniform fi

37、lling of the mould.During filling, hold the mould firmly on the disc, using one hand.Skimoff the excess mortar with a palette knife and wipe the free area of disc clean anddry,being especiallycareful to remove any water from around the bottom edge of the mould. After approx imately15s,slowlyraise th

38、e mould vertically andspread 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 twodirections at right angles to one another using calipers ( 4.4). State the results in mm to the nearest mm.7 Cal

39、culation 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 deviatefrom their mean value byless than 10 %,use this mean value as the flow value of the mortar. If the

40、 two individual flow values deviate from theirmean value by more than10%, repeat the test using further mortar from the reduced bulk test sample (see Clause 5 ) andifthe results deviate from the mean value by less than 10 % use the mean value fromthe repeat test as the flow value of the mortar. If t

41、he results differ by more than 10 % consider the measurementsunsatisfactory and take fresh test samples from the bulk test sample or laboratory preparedmortar and repeat the test. $# BSI 2007EN 1015-3:199958 Test reportThe test report shall include the following information:a) the number, title and

42、date of i ssue of this European Stan dard;b) the place, date and time of taking the bulk test sample; 1)NOTE This is the sample taken from the bulk supply that is to be used for all of the tests in EN 1015c) the method used for taking the bulk test sample (ifknown) and the name of the organizationth

43、at 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 preparingtest samplesfor test (i.e.date andtime of any mixing, casting, moulding, or demoulding procedu

44、re, if appropriate ); g) the date and time of testing;h) test results (individ ual measurements and the flo w values inmm for each tes tsample); i) remarks, if any. 1) This informationis contained on the certificate of sampling (see EN 1015-2).$# BSI 2007 EN 1015-3:19996Annex A (normative)Details of

45、 flow tableDetails of the flow tabledefined in this European Standardare shown in Figure 1.The stand for the flow table shall b e made of steel or cast iron. The flow table shall be mounted withoutany other support directly on a horizontal, non-sprung and non-plastic, stable base. NOTE 1A concrete p

46、edestal with a mass of more than 25 kg is suitable.The horizontal shaft withthe mounted lifting cam when turned at a constant velocity sh all raise the lifting spindle and the flow table by 10 mm/s 0,2 mm/s. The lifting cam shall be an even steady rising spiral constructed such that it will resume p

47、ermanentcontact with the lifting spindle from120 after the impact has occurred and through the following 240rotation up to the next impact. The vertical lifting spindle shall be fastened at top i n the middle of a rigid table plate. Both oftheseshall be made of steel or cast iron. The lifting spindl

48、e shall be stabilised by bearings spacedminimum60mm vertical in the stand, the bearings having a tolerance in diameter of 0,05 mm to 0,1mm.NOTE 2The contact facesof the lower end of the lifting sp indle and of the lifting cam should be constructed to ensure long termperformance. A rotatable roller i

49、n the lowerend of the lifting spindle is suitable. The edge of the lifting cam and the lower end of thelifting spindle may alternatively be hardened to a Brinell hardness of 500kg/mm2.The rigid table plate shall carry a disc 300 mm 1mm in diameter and4mm 0,1 mm in thicknesscentrally attached to the supportingtable plate by means of s uitablefixing devices uniformly spaced alongthe periphery of the disc. The disc shall be made of amaterial resistant to corrosion b