DIN EN 12350-2-2009 Testing fresh concrete - Part 2 Slump-test English version of DIN EN 12350-2 2009-08《新拌混凝土试验 第2部分 坍落度试验 英文版本DIN EN 12350-2-2009-08》.pdf

《DIN EN 12350-2-2009 Testing fresh concrete - Part 2 Slump-test English version of DIN EN 12350-2 2009-08《新拌混凝土试验 第2部分 坍落度试验 英文版本DIN EN 12350-2-2009-08》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 12350-2-2009 Testing fresh concrete - Part 2 Slump-test English version of DIN EN 12350-2 2009-08《新拌混凝土试验 第2部分 坍落度试验 英文版本DIN EN 12350-2-2009-08》.pdf（11页珍藏版）》请在麦多课文档分享上搜索。

1、August 2009DEUTSCHE 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 91.100.30!$Y(7“1540520ww

2、w.din.deDDIN EN 12350-2Testing fresh concrete Part 2: Slump-testEnglish version of DIN EN 12350-2:2009-08Prfung von Frischbeton Teil 2: SetzmaEnglische Fassung DIN EN 12350-2:2009-08SupersedesDIN EN 12350-2:2000-03www.beuth.deDocument comprises 11 pagesNational foreword This standard has been prepar

3、ed by Technical Committee CEN/TC 104 “Concrete and related products” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technical Committee NA 005-07-05 AA Prfverfahren fr Beton.

4、Amendments This standard differs from DIN EN 12350-2:2000-03 as follows: a) The standard has been editorially revised. b) The time allowed for raising the mould has been changed from between 5 s and 10 s to between 2 s and 5 s. Previous editions DIN ISO 4109: 1991-06 DIN EN 12350-2: 2000-03 2 DIN EN

5、 12350-2:2009-08 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12350-2 March 2009 ICS 91.100.30 Supersedes EN 12350-2:1999 English Version Testing fresh concrete Part 2: Slump-test Essais pour bton frais Partie 2: Essai daffaissement Prfung von Frischbeton Teil 2: Setzma This European Standar

6、d was approved by CEN on 20 January 2009. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning suc

7、h national standards may be obtained on application to the CEN Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language

8、 and notified to the CEN Management Centre has the same status as theofficial versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembo

9、urg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights

10、of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12350-2:2009: EEN 12350-2:2009 (E) 2 Contents Page Foreword 31 Scope 52 Normative references 53 Principle 54 Apparatus .55 Test sample 66 Procedure .67 Test result .78 Test report 89 Precision .8DIN

11、 EN 12350-2:2009-08 EN 12350-2:2009 (E) 3 Foreword This document (EN 12350-2:2009) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publicat

12、ion of an identical text or by endorsement, at the latest by September 2009, and conflicting national standards shall be withdrawn at the latest by September 2009. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC

13、 shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 12350-2:1999. This standard is one of a series concerned with testing concrete. This series EN 12350 includes the following parts: Part 1: Sampling; Part 2: Slump-test; Part 3: Vebe test; Part 4

14、: Degree of compactability; Part 5: Flow table test; Part 6: Density; Part 7: Air content - Pressure methods; Part 8: Self-compacting concrete - Slump-flow test (in preparation); Part 9: Self-compacting concrete - V-funnel test (in preparation); Part 10: Self-compacting concrete - L-box test (in pre

15、paration); Part 11: Self-compacting concrete - Sieve segregation test (in preparation); Part 12: Self-compacting concrete - J-ring test (in preparation). CAUTION When cement is mixed with water, alkali is released. Take precautions to avoid dry cement entering the eyes, mouth and nose whilst mixing

16、concrete. Prevent skin contact with wet cement or concrete by wearing suitable protective clothing. If cement or concrete enters the eye, immediately wash it out thoroughly with clean water and seek medical treatment without delay. Wash wet concrete off the skin immediately. DIN EN 12350-2:2009-08 E

17、N 12350-2:2009 (E) 4 The following amendments have been made to the 1999-10 edition of this standard: editorial revision; time allowed for raising the mould changed from between 5 s and 10 s to between 2 s and 5 s. According to the CEN/CENELEC Internal Regulations, the national standards organizatio

18、ns of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,

19、 Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 12350-2:2009-08 EN 12350-2:2009 (E) 5 1 Scope This European standard specifies a method for determining the consistence of fresh concrete by the slump test. The slump test is sensitive to changes in the consistence of con

20、crete, which correspond to slumps between 10 mm and 210 mm. Beyond these extremes the measurement of slump can be unsuitable and other methods of determining the consistency should be considered. If the slump continues to change over a period of 1 min after de-moulding, the slump test is not suitabl

21、e as a measure of consistence. The test is not suitable when the maximum size of aggregate in the concrete is greater than 40 mm. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. Fo

22、r undated references, the latest edition of the referenced document (including any amendments) applies. EN 12350-1 Testing fresh concrete Part 1: Sampling 3 Principle The fresh concrete is compacted into a mould in the shape of a frustum of a cone. When the cone is withdrawn upwards, the distance th

23、e concrete has slumped provides a measure of the consistency of the concrete. 4 Apparatus 4.1 Mould to form the test specimen, made of metal not readily attacked by cement paste and not thinner than 1,5 mm. The interior of the mould shall be smooth and free from projections, such as protruding rivet

24、s and shall be free from dents. The mould shall be in the form of a hollow frustum of a cone having the following internal dimensions: diameter of base: (200 2) mm; diameter of top: (100 2) mm; height: (300 2) mm. The base and the top of the mould shall be open and parallel to each other and at righ

25、t angles to the axis. The mould shall be provided with two handles near the top and fixing clamps or foot pieces near the bottom to hold it steady. A mould which can be clamped to the base is acceptable provided the clamping arrangement can be fully released without movement of the mould or interfer

26、ence with the slumping concrete. DIN EN 12350-2:2009-08 EN 12350-2:2009 (E) 6 4.2 Compacting rod, of circular cross-section, straight, made of steel, having a diameter of (16 1) mm and length of (600 5) mm, and with rounded ends. 4.3 Funnel (optional), made of non-absorbent material not readily atta

27、cked by cement paste and having a collar to enable the funnel to be located on the mould specified in 4.1. 4.4 Rule, graduated from 0 mm to 300 mm, at intervals not exceeding 5 mm, the zero mark being at the extreme end of the rule. 4.5 Base plate/surface, non-absorbent, rigid, flat, plate or other

28、surface on which to place the mould. 4.6 Remixing container, flat tray of rigid construction and made from a non-absorbent material not readily attacked by cement paste. It shall be of appropriate dimensions such that the concrete can be thoroughly re-mixed, using the square-mouthed shovel or scoop.

29、 4.7 Shovel, with square mouth NOTE The square mouth is required to ensure proper mixing of material on the remixing container. 4.8 Moist cloth. 4.9 Scoop, approximately 100 mm in width. 4.10 Timer, or clock capable of measuring to 1 s. 5 Test sample The sample of the concrete shall be obtained in a

30、ccordance with EN 12350-1. The sample shall be re-mixed using the remixing container and the square mouthed shovel before carrying out the test. NOTE Alternative sampling procedures may be given in national standards or provisions in the place of use of the concrete. 6 Procedure Dampen the mould and

31、 base plate and place the mould on the horizontal base plate/surface. During filling of the mould hold it firmly against the base plate/surface by clamping in place, or by standing on the two foot pieces. Fill the mould in three layers, each approximately one-third of the height of the mould when co

32、mpacted. Compact each layer with 25 strokes of the tamping rod. Uniformly distribute the strokes over the cross-section of each layer. For the bottom layer this will necessitate inclining the rod slightly and positioning approximately half the strokes spirally toward the centre. Compact the first la

33、yer throughout its depth, taking care not striking the base. Compact the second layer and the top layer each throughout its depth, so that the strokes just penetrate into the immediately underlying layer. In filling and compacting the top layer, heap the concrete above the mould before tamping is st

34、arted. If the tamping operation of the top layer results in subsidence of the concrete below the top edge of the mould, add more concrete to keep an excess above the top of the mould at all times. After the top layer has been compacted, strike off the surface of the concrete by means of a sawing and

35、 rolling motion of the compacting rod. DIN EN 12350-2:2009-08 EN 12350-2:2009 (E) 7 Remove spilled concrete from the base plate/surface. Remove the mould from the concrete by raising it carefully in a vertical direction. Perform the operation of raising the mould in 2 s to 5 s, by a steady upward li

36、ft, with no lateral or torsional motion being imparted to the concrete. Carry out the entire operation from the start of the filling to the removal of the mould without interruption and complete it within 150 s. Immediately after removal of the mould, measure and record the slump h by determining th

37、e difference between the height of the mould and that of the highest point of the slumped test specimen as shown in Figure 1. NOTE The consistency of a concrete mix changes with time, due to hydration of the cement and, possibly, loss of moisture. Tests on different samples should, therefore, be car

38、ried out at a constant time interval after mixing, if strictly comparable results are to be obtained. 7 Test result The test is only valid if it yields a true slump, this being a slump in which the concrete remains substantially intact and symmetrical as shown in Figure 2(a). If the specimen shears,

39、 as shown in Figure 2(b), another sample shall be taken and the procedure repeated. If two consecutive tests show a portion of the concrete shearing off from the mass of the test specimen, the concrete lacks the necessary plasticity and cohesiveness for the slump test to be suitable. Report the true

40、 slump h, as shown in Figure 1, to the nearest 10 mm. Figure 1 Slump measurement a) True slump b)Shear slump Figure 2 Forms of slump DIN EN 12350-2:2009-08 EN 12350-2:2009 (E) 8 8 Test report The report shall include: a) identification of the test sample; b) location of performance of test; c) date

41、of test; d) type of slump true/shear; e) measured true slump, to nearest 10 mm; f) any deviation from standard test method; g) declaration by the person technically responsible for the test that it was carried out in accordance with this document, except as noted in item f). The report may include:

42、h) temperature of the concrete sample at time of test; i) time of test. 9 Precision Precision data are given in Table 1. These apply to slump measurements made on concrete from the same sample and when each test result is obtained from a single slump determination. The values which apply when each t

43、est result is obtained as the average of duplicate determinations are given in Table 2. Table 1 Precision data for slump measurements (single determination) Range (mm) Repeatability conditions Reproducibility conditions Sr(mm) r (mm) SR(mm) R (mm) 50 to 80 5,8 16 9,0 25 Table 2 Precision data for sl

44、ump measurements (duplicate determinations) Range (mm) Repeatability conditions Reproducibility conditions Sr(mm) r (mm) SR(mm) R (mm) 50 to 80 4,1 11 8,0 22 NOTE 1 The precision data was determined as part of an experiment in the UK in 1987 in which precision data was obtained for several of the te

45、sts then described in BS 1881. The experiment involved 16 operators. The concretes were made using an ordinary Portland cement, Thames Valley sand, and Thames Valley 10 mm and 20 mm coarse aggregates. NOTE 2 The difference between two test results from the same sample by one operator using the same

46、apparatus within the shortest feasible time interval will exceed the repeatability value r on average not more than once in 20 cases in the normal and correct operation of the method. DIN EN 12350-2:2009-08 EN 12350-2:2009 (E) 9 NOTE 3 Test results on the same sample obtained within the shortest fea

47、sible time interval by two operators each using their own apparatus will differ by the reproducibility value R on average not more than once in 20 cases in the normal and correct operation of the method. NOTE 4 For further information on precision, and for definitions of the statistical terms used in connection with precision, see ISO 5725. DIN EN 12350-2:2009-08