1、BRITISH STANDARD BS EN 13286-52:2004 Unbound and hydraulically bound mixtures Part 52: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrocompression The European Standard EN 13286-52:2004 has the status of a British Standard ICS 93.080.20 BS EN 13286-52:2004 Thi
2、s British Standard was published under the authority of the Standards Policy and Strategy Committee on 21 January 2005 BSI 21 January 2005 ISBN 0 580 45300 6 National foreword This British Standard is the official English language version of EN 13286-52:2004. The UK participation in its preparation
3、was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/4, Cementitous bound materials, unbound granular materials, waste materials and marginal materials, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on request t
4、o its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electr
5、onic Catalogue or of British Standards Online. 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 does not of itself confer immunity from legal obligations. aid enquirers to un
6、derstand the text; present to the responsible international/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. Summary of pages This document compr
7、ises a front cover, an inside front cover, the EN title page, pages 2 to 8, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROPENN
8、E EUROPISCHENORM EN1328652 December2004 ICS93.080.20 Englishversion UnboundandhydraulicallyboundmixturesPart52:Methodfor themanufactureoftestspecimensofhydraulicallybound mixturesusingvibrocompression Mlangestraitsetmlangesnontraitsauxliants hydrauliquesPartie52:Mthodedeconfectionpar vibrocompressio
9、ndesprouvettesdematriauxtraitsaux liantshydrauliques UngebundeneundhydraulischgebundeneGemischeTeil 52:VerfahrenzurHerstellungvonProbekrpernvon hydraulischgebundenenGemischendurchVibroDruck (RttelnundDruck) ThisEuropeanStandardwasapprovedbyCENon12November2004. CENmembersareboundtocomplywiththeCEN/CE
10、NELECInternalRegulationswhichstipulatetheconditionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheCentralSecretariatortoanyCENmember. ThisEuropeanStandardexistsin
11、threeofficialversions(English,French,German).Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCentralSecretariathasthesamestatusast heofficial versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,Cyprus,CzechRepublic,Denma
12、rk,Estonia,Finland,France, Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal, Slovakia, Slovenia,Spain,Sweden,SwitzerlandandUnitedKingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG Manag
13、ementCentre:ruedeStassart,36B1050Brussels 2004CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.EN1328652:2004:EEN 13286-52:2004 (E) 2 Contents Page Foreword3 1 Scope 5 2 Terms and definitions .5 3 Principle5 4 Dimensions of the specimens5 5 Apparatus .
14、6 6 Procedure .7 7 Storage8 8 Test report 8 EN 13286-52:2004 (E) 3 Foreword This document (EN 13286-52:2004) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either
15、by publication of an identical text or by endorsement, at the latest by June 2005, and conflicting national standards shall be withdrawn at the latest by June 2005. This document is one of a series of documents as listed below. EN 13286-1, Unbound and hydraulically bound mixtures Part 1: Test method
16、s for laboratory reference density and water content Introduction, general requirements and sampling EN 13286-2, Unbound and hydraulically bound mixtures Part 2: Test methods for the determination of the laboratory reference density and water content Proctor compaction EN 13286-3, Unbound and hydrau
17、lically bound mixtures Part 3: Test methods for laboratory reference density and water content Vibrocompression with controlled parameters EN 13286-4, Unbound and hydraulically bound mixtures Part 4: Test methods for laboratory reference density and water content Vibrating hammer EN 13286-5, Unbound
18、 and hydraulically bound mixtures Part 5: Test methods for laboratory reference density and water content Vibrating table EN 13286-7, Unbound and hydraulically bound mixtures Part 7: Cyclic load triaxial test for unbound mixtures EN 13286-40, Unbound and hydraulically bound mixtures Part 40: Test me
19、thod for the determination of the direct tensile strength of hydraulically bound mixtures EN 13286-41, Unbound and hydraulically bound mixtures Part 41: Test method for the determination of the compressive strength of hydraulically bound mixtures EN 13286-42, Unbound and hydraulically bound mixtures
20、 Part 42: Test method for the determination of the indirect tensile strength of hydraulically bound mixtures EN 13286-43, Unbound and hydraulically bound mixtures Part 43: Test method for the determination of the modulus of elasticity of hydraulically bound mixtures EN 13286-44, Unbound and hydrauli
21、cally bound mixtures Part 44: Test method for the determination of the alpha coefficient of vitrified blast furnace slag EN 13286-45, Unbound and hydraulically bound mixtures Part 45: Test method for the determination of the workability period of hydraulically bound mixtures EN 13286-46, Unbound and
22、 hydraulically bound mixtures Part 46: Test method for the determination of the moisture condition value EN 13286-47, Unbound and hydraulically bound mixtures Part 47: Test method for the determination of California bearing ratio, immediate bearing index and linear swelling EN 13286-52:2004 (E) 4 pr
23、EN 13286-48, Unbound and hydraulically bound mixtures Part 48: Test method for the determination of degree of pulverisation EN 13286-49, Unbound and hydraulically bound mixtures Part 49: Accelerated swelling test for soil treated by lime and/or hydraulic binder EN 13286-50, Unbound and hydraulically
24、 bound mixtures Part 50: Method for the manufacture of test specimens of hydraulically bound mixtures using Proctor equipment or vibrating table compaction EN 13286-51, Unbound and hydraulically bound mixtures Part 51: Method for the manufacture of test specimens of hydraulically bound mixtures usin
25、g vibrating hammer compaction EN 13286-52, Unbound and hydraulically bound mixtures Part 52: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrocompression EN 13286-53, Unbound and hydraulically bound mixtures Part 53: Methods for the manufacture of test specimen
26、s of hydraulically bound mixtures using axial compression 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, Ger
27、many, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 13286-52:2004 (E) 5 1 Scope This document specifies a test method for making specimens of hydraulically b
28、ound mixture to a predetermined density and water content by vibrocompression compaction. This document is appropriate to mixtures, or that part of a mixture, containing aggregate up to a maximum size of 31,5 mm. This method is not applicable to mixtures with a high proportion of fines. 2 Terms and
29、definitions For the purposes of this document, the following term and definition applies. 2.1 vibrocompression compaction method of compaction of a laboratory specimen by the simultaneous application of horizontal vibration and light axial compression 3 Principle The mixture is placed in a mould of
30、a given volume. The mixture is compacted with a combination of horizontal vibration and vertical axial pressure. 4 Dimensions of the specimens 4.1 Cylindrical specimens Specimens shall conform to the dimensions given in Table 1. Table 1 Dimensions of the specimen Column 1 2 3 Line Diameter, d mm Hei
31、ght, h mm Maximum size of particle permitted in the specimen mm 1 100 100 or 200 22,4 2 160 160 or 320 31,5 4.2 Direct tensile test specimens Specimens for direct tensile test shall have the shape and dimensions in millimetres shown in Figure 1. EN 13286-52:2004 (E) 6 Dimensions in millimetres Figur
32、e 1 Shape and dimension of a tensile test specimen 5 Apparatus 5.1 Moulds 5.1.1 Moulds, made from rigid materials, e.g. plastic or similar, with a volume accuracy of 1,5 % of the nominal volume of the specimen. 5.1.2 Moulds shall be tubes to which caps can be attached to cover each end of the specim
33、ens after compaction in order to prevent loss of moisture during storage. 5.1.3 Moulds for cylindrical specimens (see Figure 2) shall be cut on one generatrix to allow slight opening of the mould in order to remove the specimen after setting. 5.1.4 Moulds for direct tensile testing shall be capable
34、of producing cylindrical specimens with a cross section shown in Figure 1 and shall be split on two opposite generatrix in order to remove the specimen after setting. 5.2 Compaction apparatus (see Figure 2) 5.2.1 Cylinder, to stiffen the mould and lengthen the top end of the mould to allow introduct
35、ion of the mixture before compaction. 5.2.2 Plate, to close the bottom of the mould. 5.2.3 Vibrator, to apply a horizontal vibration to the mould and the mixture with a frequency of 100 Hz and an amplitude between 0,8 mm and 1 mm. The vibration shall be sufficient to compact the specimen to the requ
36、ired density within 90 s using a pressure on the mixture not greater than 0,5 MPa. 5.2.4 Piston, to apply an increasing vertical pulse pressure on the mixture during compaction. EN 13286-52:2004 (E) 7 Key 1 piston 2 cylinder to stiffen the mould 3 cylinder mould 4 mixture to be compacted 5 plate to
37、close the bottom of the mould 6 vibrator Figure 2 Principle of vibrocompression apparatus 6 Procedure 6.1 Place the mould in the cylinder and close the bottom of the apparatus by means of the plate. 6.2 Introduce the mixture into the apparatus. The mass of the mixture to be introduced into the appar
38、atus shall be measured to an accuracy of 1 % and is given by the following formula: () 100 100 000 1 d w V m + = where m is the mass of the mixture to be introduced in the mould, in grams (g); V is the volume of the specimen, in cubic millimetres (mm 3 ); dis the dry density of the specimen, in mega
39、grams per cubic metre (Mg/m 3 ); w is the water content of the dry mass of the mixture, in percent (%). EN 13286-52:2004 (E) 8 6.3 Introduce the piston into the apparatus so that it is contact with the top surface of the uncompacted mixture. At this stage the mixture is only partially contained with
40、in the mould. 6.4 Simultaneously, apply the horizontal vibration to the cylinder and, using the piston, an increasing pulsed vertical pressure axially to the mixture. Stop the compaction when the mixture is completely contained in the mould. If the time of compaction exceeds 90 s, then modify the ta
41、rget density or the water content of the mixture and repeat the procedure. 6.5 Remove the specimen with its mould after compaction. Ensure that the operation is carried out smoothly. Fit the caps and seal with adhesive tape to prevent loss of moisture from the specimen. NOTE 1 To facilitate the rear
42、rangement of the aggregate during compaction, only a very light pressure is applied to the mixture for 2/3s the duration of the compaction. For the final 1/3, the pressure is increased to achieve the full compaction. NOTE 2 The duration of compaction depends on the friction of the aggregate in the m
43、ixture and the density to be achieved. 7 Storage Specimens shall be stored in their moulds with caps attached vertically, preventing loss of moisture, at a temperature within 2 C of the specified temperature, for the time specified in the relevant mixture document. 8 Test report The test report shal
44、l include the following information: a) reference to this document; b) type of mixture; c) origin of the mixture; d) preparation of the mixture where necessary; e) mass, water content and dry density of the specimen immediately after compaction; f) storage conditions of the specimen; g) any deviatio
45、ns from this document as well as any incidents that could have an effect on the result. blankBS EN 13286-52:2004 BSI 389 Chiswick High Road London W4 4AL BSI British Standards Institution BSI is the independent national body responsible for preparing British Standards. It presents the UK view on sta
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