1、Designation: C204 17 American Association StateHighway and Transportation Officials StandardAASHTO No.: T 153Standard Test Methods forFineness of Hydraulic Cement by Air-PermeabilityApparatus1This standard is issued under the fixed designation C204; the number immediately following the designation i
2、ndicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This test method covers determination
3、of the fineness ofhydraulic cement, using the Blaine air-permeability apparatus,in terms of the specific surface expressed as total surface areain square centimetres per gram, or square metres per kilogram,of cement. Two test methods are given: Test Method A is theReference Test Method using the man
4、ually operated standardBlaine apparatus, while Test Method B permits the use ofautomated apparatus that has in accordance with the qualifica-tion requirements of this test method demonstrated acceptableperformance. Although the test method may be, and has been,used for the determination of the measu
5、res of fineness ofvarious other materials, it should be understood that, ingeneral, relative rather than absolute fineness values areobtained.1.1.1 This test method is known to work well for portlandcements. However, the user should exercise judgement indetermining its suitability with regard to fin
6、eness measure-ments of cements with densities, or porosities that differ fromthose assigned to Standard Reference Material No. 114.1.2 The values stated in SI units are to be regarded as thestandard.1.3 WarningMercury has been designated by many regu-latory agencies as a hazardous substance that can
7、 causeserious medical issues. Mercury, or its vapor, has beendemonstrated to be hazardous to health and corrosive tomaterials. Caution should be taken when handling mercuryand mercury containing products. See the applicable productSafety Data Sheet (SDS) for additional information. Usersshould be aw
8、are that selling mercury and/or mercury contain-ing products into your state or country may be prohibited bylaw.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate saf
9、ety, health, and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of
10、 International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A582/A582M Specification for Free-Machining StainlessSteel BarsC125 Terminology Relating to Concrete and Concrete Ag-greg
11、atesC219 Terminology Relating to Hydraulic CementC670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction MaterialsE832 Specification for Laboratory Filter Papers2.2 Other Document:No. 114 National Institute of Standards and TechnologyStandard Reference Material3BS
12、4359: 1971 British Standard Method for the Determina-tion of Specific Surface of Powders: Part 2: Air Perme-ability Methods4TEST METHOD A: REFERENCE METHOD3. Terminology3.1 Definitions:3.1.1 For definitions of terms used in this test method, referto Terminology C125 and C219.1This test method is und
13、er the jurisdiction of ASTM Committee C01 on Cementand is the direct responsibility of Subcommittee C01.25 on Fineness.Current edition approved Dec. 1, 2017. Published December 2017. Originallyapproved in 1946. Last previous edition approved in 2016 as C204 16. DOI:10.1520/C0204-17.2For referenced A
14、STM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from National Institute of Standards and Technology (NIST), 100Bure
15、au Dr., Stop 1070, Gaithersburg, MD 20899-1070, http:/www.nist.gov.4Available from British Standards Institute (BSI), 389 Chiswick High Rd.,London W4 4AL, U.K., http:/www.bsi-.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box
16、 C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by th
17、e World Trade Organization Technical Barriers to Trade (TBT) Committee.14. Apparatus4.1 Nature of ApparatusThe Blaine air-permeability ap-paratus consists essentially of a means of drawing a definitequantity of air through a prepared bed of cement of definiteporosity. The number and size of the pore
18、s in a prepared bed ofdefinite porosity is a function of the size of the particles anddetermines the rate of airflow through the bed. The apparatus,illustrated in Fig. 1, shall consist specifically of the partsdescribed in 4.2 4.8.4.2 Permeability CellThe permeability cell shall consistof a rigid cy
19、linder 12.70 6 0.10 mm in inside diameter,constructed of austenitic stainless steel. The interior of the cellshall have a finish of 0.81 m (32 in.). The top of the cell shallbe at right angles to the principal axis of the cell. The lowerportion of the cell must be able to form an airtight fit with t
20、heupper end of the manometer, so that there is no air leakagebetween the contacting surfaces. A ledge12 to 1 mm in widthshall be an integral part of the cell or be firmly fixed in the cell55 6 10 mm from the top of the cell for support of theperforated metal disk. The top of the permeability cell sh
21、all befitted with a protruding collar to facilitate the removal of thecell from the manometer.NOTE 1Specification A582/A582M Type 303 stainless steel (UNSdesignation S30300) has been found to be suitable for the construction ofthe permeability cell and the plunger.4.3 DiskThe disk shall be construct
22、ed of noncorrodingmetal and shall be 0.9 6 0.1 mm in thickness, perforated with30 to 40 holes 1 mm in diameter equally distributed over itsarea. The disk shall fit the inside of the cell snugly. The centerportion of one side of the disk shall be marked or inscribed ina legible manner so as to permit
23、 the operator always to placethat side downwards when inserting it into the cell. TheFIG. 1 Blaine Air-Permeability ApparatusC204 172marking or inscription shall not extend into any of the holes,nor touch their peripheries, nor extend into that area of the diskthat rests on the cell ledge.4.4 Plunge
24、rThe plunger shall be constructed of austeniticstainless steel and shall fit into the cell with a clearance of notmore than 0.1 mm. The bottom of the plunger shall sharplymeet the lateral surfaces and shall be at right angles to theprincipal axis. An air vent shall be provided by means of a flat3.0
25、6 0.3 mm wide on one side of the plunger. The top of theplunger shall be provided with a collar such that when theplunger is placed in the cell and the collar brought in contactwith the top of the cell, the distance between the bottom of theplunger and the top of the perforated disk shall be 15 6 1
26、mm.4.5 Filter PaperThe filter paper shall be mediumretentive, corresponding to Type 1, Grade B, in accordancewith Specification E832. The filter paper disks shall be circular,with smooth edges, and shall have the same diameter (Note 2)as the inside of the cell.NOTE 2Filter paper disks that are too s
27、mall may leave part of thesample adhering to the inner wall of the cell above the top disk. When toolarge in diameter, the disks have a tendency to buckle and cause erraticresults.4.6 ManometerThe U-tube manometer shall be con-structed according to the design indicated in Fig. 1, usingnominal 9-mm o
28、utside diameter, standard-wall, glass tubing.The top of one arm of the manometer shall form an airtightconnection with the permeability cell. The manometer armconnected to the permeability cell shall have a midpoint lineetched around the tube at 125 to 145 mm below the top sideoutlet and also others
29、 at distances of 15 6 1 mm, 70 6 1 mm,and 110 6 1 mm above that line.Aside outlet shall be providedat 250 to 305 mm above the bottom of the manometer for usein the evacuation of the manometer arm connected to thepermeability cell. A positive airtight valve or clamp shall beprovided on the side outle
30、t not more than 50 mm from themanometer arm. The manometer shall be mounted firmly andin such a manner that the arms are vertical.4.7 Manometer LiquidThe manometer shall be filled tothe midpoint line with a nonvolatile, nonhygroscopic liquid oflow viscosity and density, such as dibutyl phthalate (di
31、butyl1,2-benzene-dicarboxylate) or a light grade of mineral oil. Thefluid shall be free of debris.4.8 TimerThe timer shall have a positive starting andstopping mechanism and shall be capable of being read to thenearest 0.5 s or less. The timer shall be accurate to 0.5 s or lessfor time intervals up
32、to 60 s, and to 1 % or less for timeintervals of 60 to 300 s.5. Calibration of Apparatus5.1 SampleThe calibration of the air permeability appara-tus shall be made using the current lot of NIST StandardReference Material No. 114. The sample shall be at roomtemperature when tested.5.2 Bulk Volume of C
33、ompacted Bed of PowderDeterminethe bulk volume of the compacted bed of powder by physicalmeasurement or by the mercury displacement method asfollows:5.2.1 Bulk Volume Determination by PhysicalMeasurementPlace two filter papers in the permeability cell.Use a rod slightly smaller than the diameter of
34、the cell to pressdown the edges of the filter paper flat on the perforated disk.Determine the dimensions of the permeability cell, in cm, usinga measuring device readable to 0.001 cm. Measure the insidediameter of the permeability cell near the perforated disk.Measure the depth of the cell and the l
35、ength of the plunger.Take three measurements of each dimension and use theaverage value of each dimension to calculate the bulk volumeas follows:V 5 r2h (1)where:V = bulk volume occupied by sample, cm3,r = diameter cell/2, cm, andh = cell depth plunger length, cm.5.2.2 Bulk Volume Determination by t
36、he Mercury Displace-ment MethodPlace two filter paper disks in the permeabilitycell, pressing down the edges, using a rod having a diameterslightly smaller than that of the cell, until the filter disks are flaton the perforated metal disk; then fill the cell with mercury,ACS reagent grade or better,
37、 removing any air bubbles adher-ing to the wall of the cell. Use tongs when handling the cell. Ifthe cell is made of material that will amalgamate with mercury,the interior of the cell shall be protected by a very thin film ofoil just prior to adding the mercury. Level the mercury with thetop of the
38、 cell by lightly pressing a small glass plate against themercury surface until the glass is flush to the surface of themercury and rim of the cell, being sure that no bubble or voidexists between the mercury surface and the glass plate.Remove the mercury from the cell and measure and record themass
39、of the mercury. Remove one of the filter disks from thecell. Using a trial quantity of 2.80 g of cement (Note 3)compress the cement (Note 4) in accordance with 5.5 with onefilter disk above and one below the sample. Into the unfilledspace at the top of the cell, add mercury, remove entrapped air,and
40、 level off the top as before. Remove the mercury from thecell and measure and record the mass of the mercury.5.2.3 Calculate the bulk volume occupied by the cement tothe nearest 0.005 cm3as follows:V 5 WA2 WB!/D (2)where:V = bulk volume of cement, cm3,WA= grams of mercury required to fill the cell,
41、no cementbeing in the cell,WB= grams of mercury required to fill the portion of the cellnot occupied by the prepared bed of cement in the cell,andD = density of mercury at the temperature of test, Mg/m3(see Table 1).5.2.4 Make at least two determinations of bulk volume ofcement, using separate compa
42、ctions for each determination.The bulk volume value used for subsequent calculations shallbe the average of two values agreeing within 60.005 cm3.Note the temperature in the vicinity of the cell and record at thebeginning and end of the determination.C204 173NOTE 3It is not necessary to use the stan
43、dard sample for the bulkvolume determination.NOTE 4The prepared bed of cement shall be firm. If too loose or if thecement cannot be compressed to the desired volume, adjust the trialquantity of cement used.5.3 Preparation of SampleEnclose the contents of a vialof the standard cement sample in a jar,
44、 approximately 120 cm3(4 oz), and shake vigorously for 2 min to fluff the cement andbreak up lumps or agglomerates. Allow the jar to standunopened for a further 2 min, then remove the lid and stirgently to distribute throughout the sample the fine fraction thathas settled on the surface after fluffi
45、ng.5.4 Mass of SampleThe mass of the standard sample usedfor the calibration test shall be that required to produce a bedof cement having a porosity of 0.500 6 0.005, and shall becalculated as follows:W 5 V1 2 ! (3)where:W = grams of sample required, = density of test sample (for portland cement a v
46、alue of3.15 Mg/m3or 3.15 g/cm3shall be used),V = bulk volume of bed of cement, cm3, as determined inaccordance with 5.2, and = desired porosity of bed of cement (0.500 6 0.005)(Note 5).NOTE 5The porosity is the ratio of volume of voids in a bed of cementto the total or bulk volume of the bed, V.5.5
47、Preparation of Bed of CementSeat the perforated diskon the ledge in the permeability cell, inscribed or marked facedown. Place a filter paper disk on the metal disk and press theedges down with a rod having a diameter slightly smaller thanthat of the cell. Measure the mass to the nearest 0.001 g the
48、quantity of cement determined in accordance with 5.4 andplace in the cell. Tap the side of the cell lightly in order to levelthe bed of cement. Place a filter paper disk on top of the cementand compress the cement with the plunger until the plungercollar is in contact with the top of the cell. Slowl
49、y withdraw theplunger a short distance, rotate about 90, repress, and thenslowly withdraw. Use of fresh paper filter disks is required foreach determination.5.6 Permeability Test:5.6.1 Attach the permeability cell to the manometer tube,making certain that an airtight connection is obtained (Note 6)and taking care not to jar or disturb the prepared bed of cement.5.6.2 Slowly evacuate the air in the one arm of the manom-eter U-tube until the liquid reaches the top mark, and then closethe valve tightly. Start the timer when the bottom
