ASTM C827 C827M-2010 Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures《胶结混合料圆柱形试样在最初几年的高度变化的标准试验方法》.pdf

《ASTM C827 C827M-2010 Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures《胶结混合料圆柱形试样在最初几年的高度变化的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM C827 C827M-2010 Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures《胶结混合料圆柱形试样在最初几年的高度变化的标准试验方法》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C827/C827M 10Standard Test Method forChange in Height at Early Ages of Cylindrical Specimens ofCementitious Mixtures1This standard is issued under the fixed designation C827/C827M; the number immediately following the designation indicates the yearof original adoption or, in the case of

2、 revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This test met

3、hod covers the determination of change inheight of cylindrical specimens from the time of molding untilthe mixture is hard.1.2 This test method covers height change measurements atearly ages for cementitious mixtures of paste, grout, mortar,and concrete.1.3 This test method is intended for determina

4、tion ofchanges in height that occur from the time of placement untilthe specimen is fully hard. These include shrinkage or expan-sion due to hydration, settlement, evaporation, and otherphysical and chemical effects.1.4 The values stated in either SI units or inch-pound unitsare to be regarded separ

5、ately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.5 This standard does not purport to address all of thesafety concerns

6、, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.6 The text of this test method references notes andfootnotes that provide explanator

7、y information. These notesand footnotes shall not be considered as requirements of thetest method.2. Referenced Documents2.1 ASTM Standards:2C109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm CubeSpecimens)C125 Terminology Relating to Concrete and Concre

8、te Ag-gregatesC138/C138M Test Method for Density (Unit Weight),Yield, and Air Content (Gravimetric) of ConcreteC143/C143M Test Method for Slump of Hydraulic-CementConcreteC185 Test Method for Air Content of Hydraulic CementMortarC191 Test Methods for Time of Setting of HydraulicCement by Vicat Needl

9、eC192/C192M Practice for Making and Curing ConcreteTest Specimens in the LaboratoryC305 Practice for Mechanical Mixing of Hydraulic CementPastes and Mortars of Plastic ConsistencyC403/C403M Test Method for Time of Setting of ConcreteMixtures by Penetration ResistanceC670 Practice for Preparing Preci

10、sion and Bias Statementsfor Test Methods for Construction MaterialsC807 Test Method for Time of Setting of Hydraulic CementMortar by Modified Vicat NeedleC939 Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)C953 Test Method for Time of Setting of Grouts forPreplaced-

11、Aggregate Concrete in the LaboratoryC1437 Test Method for Flow of Hydraulic Cement Mortar3. Terminology3.1 DefinitionsThe terms used in this test method aredefined in Terminology C125.3.2 Definitions of Terms Specific to This Standard:3.2.1 early-age change in height, nthe measured increaseor decrea

12、se in height of a laterally confined cylindrical testspecimen from the time of molding to when the mixturebecomes hard. The user may want to define this age as the timewhen a companion specimen of the same batch has reached thetime of final setting by Test Method C191 (paste), C953(mortar or grout),

13、 C403/C403M (concrete), or establish a1This test method is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.68 on Volume Change.Current edition approved June 15, 2010. Published July 2010. Originallyapproved in 1975.

14、Last previous edition approved in 2005 as C82701a(2005). DOI:10.1520/C0827_C0827M-10.2For referenced ASTM 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

15、page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.predetermined age in minutes from the time the specimen iscast as the defined age to record the

16、 final measurement.Changes in height are measured and expressed as a positive ornegative change in the height of a test specimen that isrestrained from lateral movement.4. Significance and Use4.1 This test method provides a means for comparing therelative shrinkage or expansion of cementitious mixtu

17、res. It isparticularly applicable to grouting, patching, and form-fillingoperations where the objective is to completely fill a cavity orother defined space with a freshly mixed cementitious mixturethat will continue to fill the same space at time of hardening. Itwould be appropriate to use this tes

18、t method as a basis forprescribing mixtures having restricted or specified volumechange before the mixture becomes hard.4.2 This test method can be used for research purposes toprovide information on volume changes taking place in cemen-titious mixtures between the time just after mixing and the tim

19、eof hardening. However, the specimen used in this test methodis not completely unrestrained so that the measurements areprimarily useful for comparative purposes rather than asabsolute values. Further, the degree of restraint to which thespecimen is subjected varies with the viscosity and degree ofh

20、ardening of the mixture.5. Apparatus (see Fig. 1)5.1 Projected Light Source, a lamp and a condensing lens ofsufficient intensity to adequately project a light beam on a wallabout 5 m 15 ft from the light source. Protect the testspecimen from heat from the light source and limit airmovement (Note 1).

21、NOTE 1Placing a sheet of transparent glass or plastic between thelight source and the test specimens may be beneficial.5.2 Indicator Ball, a spherical ball of nonabsorptive mate-rial with a density that is 55 6 5 % of the density of thecementitious mixture being tested, having a diameter not moretha

22、n 16 mm 58 in. nor less than 6 mm 14 in., and composedof materials that have no reaction with the cementitiousmixture during the test period.3NOTE 2A density of approximately 1.2 Mg/m3has been foundappropriate for most uses of this test method. The density of thecementitious mixture may be calculate

23、d from values for “unit weight”obtained using Test Method C138/C138M (concrete) or C185 (mortar,grout, or paste).5.3 Magnifying Lens System, a magnifying lens system suchthat the image of the indicator ball produced by the projectedlight source is cast on the indicating chart about 5 m 15 ftaway at

24、a magnification of 901103, mounted so as not totouch the test specimen when a test is in progress (see Note 3),and having a separate magnifying lens system for eachspecimen tested simultaneously.NOTE 3One magnifying lens system that has been found acceptableconsists of two lenses: a projection and a

25、 relay lens enclosed in a sealedtube. In this system, the relay lens is located nearer the test specimen andhas a focal length of 50.8 mm 2 in. and is located approximately 115 mm412 in. from the indicator ball. The projection lens has a focal length of41.4 mm 158 in., and relative aperture of f1.6

26、and is 133.1 mm 514 in.from the relay lens.5.4 Indicating Charts, composed of stiff material approxi-mately 600 mm 24 in. high by 250 mm 10 in. wide, with awhite surface and a vertical black line 2 mm 116 in. wide,centered and running the complete length of the chart, and ahorizontal black line 1 mm

27、 132 in. in width midway on thechart, identified as the zero (0) or starting line, and 2-mm0.1-in. horizontal graduations above and below the zero lineon the entire length of the vertical line, and a means forattaching this chart vertically and firmly to a distant wall.5.5 Molds, rigid, watertight m

28、olds with a smooth interiorsurface made of steel, cast iron, or other nonabsorbent materialnonreactive with the cementitious mixture being tested, cylin-drical in shape, with internal height twice the internal diameter.Three sizes of molds are used in this test method with heightsof 100, 150, 300 mm

29、 4, 6, 12 in.5.6 Rods, two straight, steel tamping rods: one 10 mm 38in. in diameter and approximately 300 mm 12 in. in lengthand the other 16 mm 58 in. in diameter and approximately600 mm 24 in. in length. The 10-mm rod shall be used withpaste, grout, and mortar. The 16-mm rod shall be used withcon

30、crete.6. Test Specimen6.1 Unless otherwise specified, prepare two test specimensfrom each batch to be tested simultaneously using duplicatetest apparatus. For cement pastes, grouts, and mortars where all3An 11-mm 716-in. nylon plastic indicator ball has been found acceptable formost tests and is ava

31、ilable from U.S. Plastics Corp., 1390 Neubrecht Rd., Lima, OH45801.FIG. 1 Apparatus for Early Change in HeightC827/C827M 102the aggregate will pass through a 4.75-mm (No. 4) sieve, usethe 100-mm 4-in. mold. For cementitious mixtures containingaggregate that will not all pass through a 4.75-mm sieve,

32、 butwhich will all pass the 12.5-mm 12-in. sieve, use the 150-mm6-in. mold. For concrete mixtures having particles retained onthe 12.5-mm 12-in. sieve or larger, use the 300-mm 12-in.mold.7. Calibration7.1 GeneralMinimize any sources of light not requiredfor the tests. Locate the test equipment and

33、specimens on asurface substantially free of vibration during the test. If desired,use a single projected light source for both test specimens withduplicate magnifying lens systems and indicating charts.7.2 Apparatus CalibrationCalibrate the entire apparatusprior to the start of each test. Darken the

34、 room, illuminate theprojected light source, and place the dummy test specimens(preferably hardened test specimens) in the light beam beforeeach of the magnifying lens systems. Adjust the location ofeach test specimen until a sharp, clear image of the indicatorball is produced on the indicating char

35、t. Then reposition theindicating chart so that the indicating ball image falls on thezero line. Place a steel rod of known diameter (see Note 4)horizontally on top of each indicator ball and record the heightof the image it produces on its respective indicating chart. Theratio of the image height to

36、 the actual rod diameter is themagnification of the lens system. Moving the projected lightsource, test specimen, and magnifying lens system toward oraway from the indicating chart can change the magnification.Once proper magnification (90 to 1103) is obtained, removethe dummy test specimens and do

37、not change the relativelocations of the test apparatus during the test.NOTE 4The shank of a 2-mm 116-in. twist drill bit has been foundsatisfactory for most tests.8. Preparation of Mixtures8.1 GeneralBring all materials to a temperature of 23 62.0 C 73 6 3 F before mixing. Other material temperature

38、sshall be used for this test method when specified. Proportion allmaterials by mass in accordance with the specifications for thecementitious mixtures to be tested.8.2 Mortars, Pastes, and Grouts:8.2.1 Either hand mix or use a suitable mechanical mixer(see Note 5) for a mixing time of 4 min, unless

39、otherwiserecommended by the manufacturer. Place all the mixing waterin the mixing bowl prior to introduction of the other materialsfor the batch. For mortar materials that are not premixed, thesequence of mixing shall be in accordance with Practice C305.NOTE 5The mechanical mixer described in Practi

40、ce C305 is a suitablemixer. However, the clearances between paddle and bowl specified in thistest method are suitable only for mortars made with fine aggregates thatare finer than the 850-m (No. 20) sieve. Mortars made with aggregatescontaining particles coarser than the 850-m sieve may require spec

41、ialclearances or a different type of paddle to permit the mixer to operatefreely and to avoid damage to the paddle and bowl.8.2.2 Determine the consistency of the mixtures by the flowtest in accordance with the applicable provisions of TestMethod C1437. If this procedure is used, the flow after 5 dr

42、opsof the flow table in3sis145orless. A plastic mixture shouldhave a flow of 100 to 125, and a flowable mixture should havea flow above 125 when tested by the preceding modification ofTest Method C109/C109M but not less than 30 s when testedusing the flow-cone procedure of Test Method C939. A fluidm

43、ixture should have a time of efflux of 10 to 30 s when testedby the flow-cone procedure. The water required to produce thespecified consistency shall be determined by the testing of trialbatches. Fresh materials shall be used to make each trial. If notspecified or recommended otherwise, use sufficie

44、nt mixingwater to produce a flow of 135 6 5. For premixed mortars orgrouts, use the amount of water suggested by the manufacturerfor the intended application. The consistency should be deter-mined and the values recorded for all tests.8.3 ConcreteMix concrete either manually or in a suitablelaborato

45、ry mixer in accordance with the applicable provisionsof Practice C192/C192M. Determine the consistency of theconcrete by the slump test in accordance with the applicableportions of Test Method C143/C143M, and unless otherwisespecified, use sufficient mixing water to produce a slump of 906 15 mm 312

46、612 in.9. Molding Specimens9.1 Fabricate 100-mm and 150-mm 4-in. and 6-in. speci-mens by filling the mold in a continuous pouring operation forpourable mixtures or in three layers with consolidation of eachlayer by tapping the outside of the mold ten times with a10-mm 38-in. diameter rod in the case

47、 of mixtures that are notpourable. Fabricate 300-mm 12-in. specimens in accordancewith Practice C192/C192M.9.2 Screed off the surface of the test specimen to the top ofthe mold. In cases where extreme shrinkage or expansion ofmaterial is anticipated, adjust the height of the test material to66mm14 i

48、n. with respect to the mold height.10. Procedure10.1 Place an indicator ball in the center of the surface ofeach specimen. Tap the indicator ball lightly so that approxi-mately one half of the balls diameter penetrates the testspecimen mixture. Remove pieces of large aggregate directlyunder the indi

49、cator balls, and repeat the procedure. Then tapthe outer side of the molds lightly three times so that theindicator balls can adjust to their own natural displacementlevel in the mixture. Position each specimen between theprojected light source and the magnifying lens system. Adjustthe position of the test specimens horizontally until the imagesof the indicator balls on the indicating charts are sharp andclear. Reposition the indicating charts so that the indicating ballimages fall on