BS EN 1015-4-1999 Methods of test for mortar for masonry - Determination of consistence of fresh mortar (by plunger penetration)《砖石工程用灰浆的试验方法 新鲜灰浆稠度的测定(插棒渗透法)》.pdf

《BS EN 1015-4-1999 Methods of test for mortar for masonry - Determination of consistence of fresh mortar (by plunger penetration)《砖石工程用灰浆的试验方法 新鲜灰浆稠度的测定(插棒渗透法)》.pdf》由会员分享，可在线阅读，更多相关《BS EN 1015-4-1999 Methods of test for mortar for masonry - Determination of consistence of fresh mortar (by plunger penetration)《砖石工程用灰浆的试验方法 新鲜灰浆稠度的测定(插棒渗透法)》.pdf（8页珍藏版）》请在麦多课文档分享上搜索。

1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 1015-4:1999 The Eur

2、opean Standard EN 1015-4:1998 has the status of a British Standard ICS 91.100.10 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Methods of test for mortar for masonry Part 4: Determination of consistence of fresh mortar (by plunger penetration)BS EN 1015-4:1999 This British S

3、tandard, 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 February 1999 BSI 02-1999 ISBN 0 580 30747 6 Amendments issued since publication Amd. No. Date Text a

4、ffected National foreword This British Standard is the English language version of EN 1015-4:1998. It is included in a package of standards declared by CEN/TC 125 that will partially supersede BS 4551-1, Methods of testing mortars, screeds and plasters Part 1: Physical testing, the corresponding tes

5、t methods of which, it is intended, will be withdrawn on 30 September 2000 if all the European Standards included in the package are available. The UK participation in its preparation was entrusted by Technical Committee B/519, Masonry and associated testing, to Subcommittee B/519/2, Mortar, which h

6、as 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 UK. A lis

7、t 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 “Internat

8、ional 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 with a Bri

9、tish 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 5 and a back cover.CEN European Committee for Standardization Comite Europe en de Normalisation Europa isches Komitee

10、fu r Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1998 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1015-4:1998 E EUROPEAN STANDARD EN 1015-4 NORME EUROPE ENNE EUROPA ISCHE NORM October 1998 ICS 91.100.10 Des

11、criptors: masonry work, mortars: materials, tests, penetration tests, determination, consistency English version Methods of test for mortar for masonry Part 4: Determination of consistence of fresh mortar (by plunger penetration) Me thodes dessai des mortiers pour maonnerie Partie 4: De termination

12、de la consistance des mortiers frais (par pe ne tration du piston) Pru fverfahren fu rM o rtel fu r Mauerwerk Teil 4: Bestimmung der Konsistenz von Frischmo rtel (mit Eindringgera t) This European Standard was approved by CEN on 4 September 1998. CEN members are bound to comply with the CEN/CENELEC

13、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 be obtained on application to the Central Secretariat or to any CEN m

14、ember. 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 CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN memb

15、ers are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.Page 2 EN 1015-4:1998 BSI 02-1999 Foreword This European Standard ha

16、s 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 April 1999, and conflicting national standards

17、shall be withdrawn at the latest by September 2000. This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association and includes the performance requirements referred to in the Eurocode for masonry structures. According to the

18、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, Luxembourg, Netherlands, Norway, Portugal, Spain, Swe

19、den, Switzerland and the United Kingdom. Contents Page Foreword 2 Introduction 3 1 Scope 3 2 Normative references 3 3 Principle 3 4 Apparatus 3 5 Sampling, preparation and storage of test samples 3 6 Procedure 3 7 Calculation and expression of results 4 8 Test report 4 Annex A (informative) Bibliogr

20、aphy 5Page 3 EN 1015-4:1998 BSI 02-1999 Introduction Fresh mortar is brought to a defined level of consistence as measured using the plunger penetration rod prior to the assessment of those properties which are used to characterize it. Consistence is a measure of the fluidity and/or wetness of the f

21、resh 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 associated with the manner in which the fresh mortar handles when used by a craftsman. Normally there will be a linear correlation between the

22、plunger penetration value, measured according to this test method, and the flow value measured in accordance with prEN 1015-3, for the same type of mortar with increasing water content, but the slope will differ with different types of mortars. 1 Scope This European Standard specifies a method for d

23、etermining the consistence of freshly mixed mortars (in the following briefly referred to as fresh mortars) including those containing mineral binders and both dense and lightweight aggregates, which is by means of the plunger penetration value. 2 Normative references This European Standard incorpor

24、ates 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 amendments to or revisions of any of these publications apply to this Europea

25、n Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies. EN 1015-2, Methods of test for mortar for masonry Part 2: Bulk sampling of mortars and preparation of test mortars. 3 Principle The plunger penetration

26、value of a defined sample of fresh mortar is measured by the vertical penetration of a defined plunger rod which has been allowed to fall freely through a given height into the fresh mortar sample. 4 Apparatus 4.1 Plunger apparatus, conforming to Figure 1, and consisting of the following parts: Plun

27、ger stand, with the base plate (A), frame, clamp with guide bushes (B) and fixing screw (C). Cylindrical vessel, (D) secured centrally in a positioning recess. Penetration rod, (E) with an upper scale and having a plastics plunger (F) of circular cross-section at the base and with a hemispherical lo

28、wer end of the same diameter. The total mass of the penetration rod and plunger is 90 g 2 g. The penetration rod is fixed in an initial position 100 mm above the mortar surface, measured from the lower, hemispherical end of the plunger. 4.2 Tamper, consisting of a rigid, non-absorptive rod of circul

29、ar 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. 4.3 Trowel. 4.4 Palette knife. 5 Sampling, preparation and storage of test samples The fresh mortar

30、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) 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 hy

31、draulic binders, shall be tested within their specified workable life. Mortars that are made from dry constituents and water shall 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

32、the mixer. Before testing, the batch shall be gently stirred by hand using a trowel (4.3) or palette knife (4.4)i n 5 to 10 seconds to counteract 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

33、tested. 6 Procedure Using the fixing screw 4.1(C), secure the penetration rod 4.1(E) in its initial position. Wipe the plunger 4.1(F) clean with a damp cloth and dry before use. Fill the vessel 4.1(D) with mortar in two layers, each layer being compacted by 10 short strokes of the tamper (4.2), to e

34、nsure uniform filling of the vessel. Skim off the excess mortar with a palette knife leaving the mortar surface plane and level with the top rim of the vessel. Do not trowel further. Place the filled vessel on the base plate 4.1(A) and release the fixing screw, allowing the plunger to fall freely, s

35、tarting from its initial position. Determine the penetration of the plunger into the mortar by reading the scale on the lower side of the upper guide bush 4.1(B) to the nearest mm.Page 4 EN 1015-4:1998 BSI 02-1999 1) This information is contained on the certificate of sampling (see EN 1015-2). 7 Cal

36、culation and expression of results Calculate the mean value of the plunger penetration from the individual values for each mortar test sample, to the nearest mm. If the two individual values deviate from their mean value by less than 10 % use this mean value as the plunger penetration value of the m

37、ortar. If the two individual plunger penetration 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 their mean value by less than 10 % use the mean value from the repeat test as

38、 the plunger penetration 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 informatio

39、n: a) the number, title and date of issue of this European Standard; 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 1015. c) the method used for taking the bulk test sample (if known) an

40、d the name of the organization that took it; d) the type, origin and designation of the mortar by reference to the relevant part of prEN 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, c

41、asting, moulding, or demoulding procedure, if appropriate); g) the date and time of testing; h) test results (individual measurements and the plunger penetration values in mm for each test sample); i) remarks, if any.Page 5 EN 1015-4:1998 BSI 02-1999 Dimensions in millimetres Key: 1 Cylindrical vess

42、el 2 Base plate 3 Plastics plunger 4 Frame 5 Clamp 6 Guide bush 7 Fixing screw 8 Penetration rod Figure 1 Plunger test apparatus Annex A (informative) Bibliography The following informative reference is made in this standard: prEN 1015-3, Methods of test for mortar for masonry Part 3: Determination

43、of consistence of fresh mortar (by flow table).BSI 389 Chiswick High Road London W4 4AL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |

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