EN 480-2-2006 en Admixtures for concrete mortar and grout - Test methods - Part 2 Determination of setting time《混凝土 灰浆和水泥浆的混合物 测试方法 第2部分 凝固时间的测定》.pdf

《EN 480-2-2006 en Admixtures for concrete mortar and grout - Test methods - Part 2 Determination of setting time《混凝土 灰浆和水泥浆的混合物 测试方法 第2部分 凝固时间的测定》.pdf》由会员分享，可在线阅读，更多相关《EN 480-2-2006 en Admixtures for concrete mortar and grout - Test methods - Part 2 Determination of setting time《混凝土 灰浆和水泥浆的混合物 测试方法 第2部分 凝固时间的测定》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARDBS EN 480-2:2006Admixtures for concrete, mortar and grout Test methods Part 2: Determination of setting timeThe European Standard EN 480-2:2006 has the status of a British StandardICS 91.100.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g5

2、0g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 480-2:2006This British Standard was published under the authority of the Standards Policy and Strategy Committee on 29 September 2006 BSI 2006ISBN 0 580 49250 8National forewordThis Bri

3、tish Standard was published by BSI. It is the UK implementation of EN 480-2:2006. It supersedes BS EN 480-2:1997 which is withdrawn.The UK participation in its preparation was entrusted by Technical Committee B/517, Concrete, to Subcommittee B/517/3, Admixtures.A list of organizations represented on

4、 B/517/3 can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations. Amendments issued since pu

5、blicationAmd. No. Date CommentsEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 480-2 August 2006 ICS 91.100.30 Supersedes EN 480-2:1996 English Version Admixtures for concrete, mortar and grout - Test methods - Part 2: Determination of setting time Adjuvants pour bton, mortier et coulis - Mthod

6、es dessai -Partie 2: Dtermination du temps de prise Zusatzmittel fr Beton, Mrtel und Einpressmrtel - Prfverfahren - Teil 2: Bestimmung der Erstarrungszeit This European Standard was approved by CEN on 19 June 2006. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipu

7、late 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 member. This European Standard ex

8、ists 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 members are the national standards b

9、odies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, 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. EUROPEAN C

10、OMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG 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 480-2:2006: EEN 480-2:2006 (E) 2

11、 Contents Page Foreword3 1 Scope 5 2 Normative references 5 3 Test principle5 4 General requirements for testing.5 4.1 Laboratory 5 4.2 Apparatus .5 4.3 Materials .6 5 Setting time test.6 5.1 Apparatus .6 5.2 Preparation of the mortar8 5.3 Filling the mould 8 5.4 Test procedure.8 5.4.1 Determination

12、 of initial setting time.8 5.4.2 Determination of final setting time.8 5.4.3 Manual Vicat.9 6 Test report 9 Bibliography 10 EN 480-2:2006 (E) 3 Foreword This document (EN 480-2:2006) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held

13、 by DIN. 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 February 2007, and conflicting national standards shall be withdrawn at the latest by February 2007. This document supersedes EN 480-2:1996

14、. This draft European Standard is part of the series EN 480 Admixtures for concrete, mortar and grout Test methods which comprises the following: Part 1 Reference concrete and reference mortar for testing Part 2 Determination of setting time Part 4 Determination of bleeding of concrete Part 5 Determ

15、ination of capillary absorption Part 6 Infrared analysis Part 8 Determination of the conventional dry material content Part 10 Determination of water soluble chloride content Part 11 Determination of air void characteristics in hardened concrete Part 12 Determination of the alkali content of admixtu

16、res Part 13 Reference masonry mortar for testing mortar admixtures Part 14 Determination of the effect on corrosion susceptibility of reinforcing steel by potentiostatic electro-chemical test1)This standard is applicable together with the other standards of the series EN 934 Admixtures for concrete,

17、 mortar and grout. Notification of revisions: The previous edition EN 480-2:1996 has been revised as follows: - provision for using a manual Vicat; - general editorial revision. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bou

18、nd to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, 1) This part is under preparation. EN 480-2:2006 (E) 4 Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,

19、Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 480-2:2006 (E) 5 1 Scope This European Standard describes a method for determining setting time of mortar with and without admixtures. It is an adaptation of the setting time test described in EN 196-3. This European Stan

20、dard describes the reference method; it allows the use of alternative apparatus as indicated in notes provided that they do not affect the results. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition

21、 cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 196-1, Methods of testing cement Part 1: Determination of strength EN 413-2, Masonry cement Part 2: Test methods EN 480-1, Admixtures for concrete, mortar and grout Test metho

22、ds Part 1: Reference concrete and reference mortar for testing EN 1008, Mixing water for concrete Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete 3 Test principle The setting t

23、ime is determined by observing the penetration of a needle into a reference mortar until it reaches a specified value. The reference mortar with admixture (test mix) shall have the same consistence as the reference mortar without admixture (control mix) that conforms to EN 480-1. For this purpose th

24、e mixing water required shall be determined in advance according to EN 413-2. 4 General requirements for testing 4.1 Laboratory The laboratory in which specimens are prepared and tested shall be maintained at a temperature of (20 2) C and a relative humidity no less than 65 %. After preparation and

25、between tests, the specimen shall be stored in a room or cabinet having a relative humidity of no less than 90 % and a temperature of (5 1) C or (20 2) C as appropriate to the test requirements. 4.2 Apparatus a) balance, accurate to 1 g; b) graduated cylinder or burette, accurate to 1 % of the volum

26、e measured; c) mixer, complying with EN 196-1. EN 480-2:2006 (E) 6 4.3 Materials Mortar shall be prepared by using the standard sand described in EN 196-1. Water according to EN 1008 shall be used as mixing water2). Cement, sand, water, admixture and apparatus used to make the specimens shall be sto

27、red at a temperature selected for the test (5 1) C or (20 2) C for at least 12 h before the mortar is prepared. 5 Setting time test 5.1 Apparatus Vicat apparatus as shown in Figure 1 a) with a needle as shown in Figure 1 b). The needle (Figure 1 b) shall be of non-corrodible metal with an effective

28、height of (50 1) mm and a diameter of (1,13 0,05) mm. To prevent the needle of the Vicat apparatus striking the base plate of the mould, a stopping device (Figure 1 c) is recommended. A suitable device fixed to the central plunger of the apparatus such that the needle can be stopped at approximately

29、 2 mm from the bottom of the mould is shown in Figure 1 a). This device takes the form of a split clamp which can be fixed in any position to suit the apparatus, and when loosened should not impart any friction to the plunger. The total mass of the moving parts, including the stopping device, shall

30、be (1 000 2) g. Their movement shall be truly vertical and without appreciable friction, and their axes shall coincide with that of the needle. NOTE 1 Devices for automatic determination of the setting time are commercially available and may be used provided that they can be shown to give the same t

31、est results to those obtained with the specified apparatus and procedure. EN 480-2:2006 (E) 7 Dimensions in millimetres a) Side view with mould in upright position for initial setting time determination b) Front view with mould inverted for the determination of final setting time c) Needle d) Exampl

32、e of a stopping device Key 1 hard rubber mould 2 platform for correcting weights 3 glass plate 4 stopping device Figure 1 Vicat apparatus for determining the setting time of mortar EN 480-2:2006 (E) 8 The Vicat mould (see Figure 1 a) to contain the mortar under test shall be of hard rubber. It shall

33、 be of truncated conical form (40,0 0,2) mm deep and shall have internal diameters at top and bottom of (70 5) mm and (80 5) mm respectively. It shall be adequately rigid and shall be provided with a plane glass or hard rubber base plate larger than the mould and at least 2,5 mm thick. NOTE 2 Moulds

34、 may be of metal or plastics and of cylindrical shape provided that they are of the specified depth and that they can be shown to give the same test results as the specified hard rubber mould of truncated conical form. 5.2 Preparation of the mortar The mortar shall be prepared in accordance with EN

35、480-1. 5.3 Filling the mould Place the mortar in the mould (previously placed on a flat, lightly greased base plate) immediately after mixing. Seal the joint between the mould and the base plate to prevent bleeding. Fill the mould completely without undue segregation or vibration. Remove the excess

36、mortar by a careful back and forth movement with a tool having a straight edge so as to leave the mortar filling the mould with its top surface as flat as possible. Transfer this specimen immediately to the storage conditions as described in 4.1. 5.4 Test procedure 5.4.1 Determination of initial set

37、ting time First, set the Vicat apparatus by lowering the needle onto the base plate to adjust the zero reference of the scale. Keep the filled mould and its base plate in the room or humidity cabinet specified in 4.1 and after a suitable period of time align them beneath the needle of the Vicat appa

38、ratus. Lower the needle carefully until it comes into contact with the mortar. Wait for 1 to 2 s in this position so as to avoid any initial velocity or forced acceleration of the plunger. Then release the plunger rapidly. The needle should penetrate the mortar vertically. Read the scale when penetr

39、ation is complete or 30 s after the plunger has been released whichever of these two time limits is the earlier. Record the reading, which indicates the distance between the end of the needle and the base plate together with the time, which has elapsed since completion of mixing. Repeat the penetrat

40、ion test on the same specimen at suitably spaced positions more than 10 mm from the edge of the mould or each other and at suitable time intervals, for example at intervals of 10 min. Keep the specimen in a room or humidity cabinet in accordance with 4.1 between penetration tests. If using an automa

41、tic setting time meter determine the initial setting time by drawing the characteristic line. The time measured from completion of mixing until the time at which the distance between the needle and the base plate is 4,0 mm is the initial setting time for the mortar. For manual and automatic methods

42、select time intervals between penetrations so that the initial setting time can be determined within ca. 5 % of the measured value. Results may be interpolated to determine the exact initial setting time. NOTE The presence of sand will cause a greater spread in the penetration depth results than whe

43、n using cement paste. 5.4.2 Determination of final setting time Turn over the filled mould used in 5.4.1 onto the base plate of the Vicat apparatus (see figure 1b) so that final setting time tests can be carried out on the face of the specimen, which was originally in contact with the base plate. EN

44、 480-2:2006 (E) 9 If using an automatic setting time meter continue taking measurements without turning the mould over, taking care to prevent the needle from penetrating the marks of previous measurements. The setting time measured from completion of mixing until the time after which the needle no

45、longer penetrates 2,5 mm into the specimen is the final setting time for the mortar. This is determined as described in 5.4.1. 5.4.3 Manual Vicat Where a manual Vicat is being used for testing, the setting time may be interpolated to cover overnight periods by giving setting between time limits e.g.

46、 x hours, y hours. This interpolative method is not permitted where comparative results are required or where the expected setting time is less than 8 h. 6 Test report The following items shall be reported: type of test equipment; temperature to the nearest 1 C at which the test is carried out; init

47、ial and final setting times expressed in minutes. EN 480-2:2006 (E) 10 Bibliography 1 EN 196-3, Methods of testing cement Part 3: Determination of setting time and soundness blankBS EN 480-2:2006BSI389 Chiswick High RoadLondonW4 4ALBSI British Standards InstitutionBSI is the independent national bod

48、y responsible for preparing British Standards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter.RevisionsBritish Standards are updated by amendment or revision. Users of British Standards should make sure that they possess the latest

49、amendments or editions.It is the constant aim of BSI to improve the quality of our products and services. We would be grateful if anyone finding an inaccuracy or ambiguity while using this British Standard would inform the Secretary of the technical committee responsible, the identity of which can be found on the inside front cover. Tel: +44 (0)20 8996 9000. Fax: +44 (0)20 8996 7400.BSI offers members an individual updating service called PLUS which ensures that subscribers automatically receive the latest editions of