1、Designation:C 995 01Standard Test Method forTime of Flow of Fiber-Reinforced Concrete Through InvertedSlump Cone1This standard is issued under the fixed designation C 995;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of la
2、st revision.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon(e)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.Scope1.1 This test method covers the determination o
3、f the in-verted slump-cone time of fiber-reinforced concrete,both inthe laboratory and in the field.1.2 This test method is considered applicable to freshlymixed concrete having coarse aggregate up to 112in.(38 mm)in size.It is not applicable to concrete that flows freely throughthe cone.1.3 The val
4、ues stated in inch-pound units are to be regardedas the standard.SI units are for information only.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 safety and health p
5、ractices and determine the applica-bility of regulatory limitations prior to use.2.Referenced Documents2.1 ASTM Standards:C 29/C 29M Test Method for Unit Weight and Voids inAggregate2C 31/C 31M Practice for Making and Curing Concrete TestSpecimens in the Field2C 143/C 143M Test Method for Slump of H
6、ydraulic Ce-ment Concrete2C 172 Practice for Sampling Freshly Mixed Concrete2C 192 Practice for Making and Curing Concrete Test Speci-mens in the Laboratory2C 670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction Materials23.Summary of Test Method3.1 This test met
7、hod determines the time required forfiber-reinforced concrete to flow through an inverted slumpcone under internal vibration.4.Significance and Use4.1 This test method provides a measure of the consistencyand workability of fiber-reinforced concrete.4.2 The inverted slump-cone time is a better indic
8、ator thanslump of the appropriate level of workability for fiber-reinforced concrete placed by vibration because such concretecan exhibit very low slump due to the presence of the fibers andstill be easily consolidated.Mixtures with a time of flow lessthan 8 s,or with a slump greater than 2 in.(50 m
9、m)shall beevaluated in terms of slump because the time of flow is tooshort to determine with satisfactory precision,or may not bedeterminable because the fiber-reinforced concrete flows freelythrough the inverted cone.4.3 The results may be used for mixture proportioning,quality control both in the
10、laboratory and in the field,and indevelopment and research.4.4 The results obtained using this test method may beinfluenced by vibrator diameter,amplitude,and frequency.4.5 This test method may not be applicable to some con-cretes reinforced with fibers flexible and long enough to wraparound the vib
11、rating element and dampen vibration.5.Apparatus5.1 Cone,shall be the mold specified in Test Method C 143.5.2 BucketThe container to receive the concrete shall bethe 1-ft3(30-L)capacity bucket specified in Test MethodC 29/C 29M.5.3 Positioning DeviceA device of the type shown in Fig.1 shall be provid
12、ed to center the cone in the bucket,prevent itfrom tilting,and maintain the small end of the cone 4 614in.(100 6 5 mm)from the bottom of the bucket.5.4 Vibrator,shall be of the internal type specified inPractices C 31/C 31M or C 192,except that the vibratingelement shall be 1 618in.(25 6 3 mm)in dia
13、meter.5.5 StopwatchOne that measures elapsed time to thenearest second or less.5.6 Screeding RodThe rod used for screeding shall be thetamping rod specified in Test Method C 143/C 143M.1This test method is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregatesand is the dire
14、ct responsibility of SubcommitteeC09.42on Fiber-Reinforced Concrete.Current edition approved Nov.10,2001.Published January 2002.Originallypublished as C 995 83.Last previous edition C 995 94.2Annual Book of ASTM Standards,Vol 04.02.1Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West
15、 Conshohocken,PA 19428-2959,United States.6.Sampling6.1 The sample of concrete for the test shall be representa-tive of the entire batch.It shall be obtained in accordance withPractice C 172,except that wet-sieving shall not be permitted.7.Procedure7.1 Dampen the bucket and place it on a level,rigid
16、,horizontal surface free of vibration and other disturbances.Dampen the cone and place it in the positioning device,makingsure it is level.From the sample obtained in accordance withSection 6,fill the cone in three layers,each approximately onethird of the volume of the cone.Avoid compacting theconcrete,but lightly level each layer with a scoop or trowel tominimize the entrapment of large voids.Strike off the surfaceof the top layer by means of a screeding and rolling motion ofthe tamping rod.Pr
