ASTM C944-1999(2005) Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method《用旋转切割机法对混凝土或砂浆表面耐磨性的试验方法》.pdf

《ASTM C944-1999(2005) Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method《用旋转切割机法对混凝土或砂浆表面耐磨性的试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM C944-1999(2005) Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method《用旋转切割机法对混凝土或砂浆表面耐磨性的试验方法》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 944 99 (Reapproved 2005)Standard Test Method forAbrasion Resistance of Concrete or Mortar Surfaces by theRotating-Cutter Method1This standard is issued under the fixed designation C 944; the number immediately following the designation indicates the year oforiginal adoption or, in the

2、 case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers a procedure for determining theresistance of either concrete o

3、r mortar to abrasion. This testmethod is similar to Procedure B of Test Method C 779/C 779M.1.2 The values stated in SI units or inchpound units are tobe regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each systemshall be used independently o

4、f the other. Combining valuesfrom the two systems may result in nonconformance with thestandard.1.3 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:2C42 Test Method for Obtaining and Testing Drilled Coresand Sawed Beams of ConcreteC 418 Test Method for Abrasion Resistance of Concrete bySandblastingC 779/C 779M Test Method f

6、or Abrasion Resistance ofHorizontal Concrete Surfaces3. Significance and Use3.1 This test method gives an indication of the relative wearresistance of mortar and concrete based on testing of cored orfabricated specimens. This test method has been successfullyused in the quality control of highway an

7、d bridge concretesubject to traffic. Primarily intended for use on the top ends of152-mm 6-in. diameter concrete cores, mortar specimens, orother samples of concrete of insufficient test area to permit theconduct of tests by Test Method C 418 or C 779/C 779M, thistest method is also applicable on co

8、ncrete surfaces in place bymeasuring the abrasion loss as described in Section 9, Proce-dure B, of Test Method C 779/C 779M.4. Apparatus4.1 Abrasion DeviceA drill press or similar device with achuck capable of holding and rotating the abrading cutter at aspeed of 200 r/min and exerting a force of ei

9、ther a normal loadof 98 6 1 N 22 6 0.2 lbf or a double load of 197 6 2 N 446 0.4 lbf on the test specimen surface. Fig. 1 shows acommercial drill press and Fig. 2 illustrates details of therotating cutter. The difficulty in maintaining a constant load onthe abrading cutter when using the lever, gear

10、, and springsystem of a drill press has been eliminated by placing thedesired load directly upon the spindle that turns the cutter. Themachine consists essentially of a frame that supports the drivemotor, stepped pulley, and spindle. A clamping device to holdthe specimen is built into the base.4.2 R

11、otating CutterA rotating cutter similar to that shownin Fig. 2 and Fig. 3 shall be used in which 22 37.5 mm 1.5 in.diameter dressing wheels and 24 25.4 to 31.75 mm 1 to 1.25in. diameter washers are mounted. The washers as receivedshall be stacked and locked on a bolt for the purpose ofreducing their

12、 diameter to the specified range to avoid restrict-ing abrasion of the concrete by the washers. Cutter assembly,including washers, shall be locked onto horizontal rods suchthat individual dressing wheels are free to turn independently.The overall diameter of the cutter or the diameter of thecircular

13、 area abraded is 82.5 mm 314 in. Care shall be takento achieve constant contact between the rotating cutter and theentire test surface of the sample. This can be better accom-plished if the cutters have a swivel connection allowing somevertical movement. If the dressing wheels have one roundededge,

14、they shall be mounted with the rounded edge toward thevertical shaft. The individual grinding wheel dressers on thehorizontal shaft of the cutter shall be repositioned whenever achange in the diameter of the outer cutters becomes apparent.This is accomplished by reversing each set of dressing wheels

15、to bring the smaller diameter cutters toward the vertical shaft.1This test method is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.62 on Abrasion Testing of Concrete.Current edition approved July 10, 1999. Publishe

16、d September 1999. Originallyapproved in 1980. Last previous edition approved in 1990 as C 944 90a.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 Docu

17、ment Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.2.1 In making a test, the rotating cutter is held in a raisedposition by means of the rod provided, the specimen clampedsecurely in position, and

18、motor started. The rotating cutter isthen lowered into contact with the specimen for a specifiedtime, after which the cutter is raised.4.2.2 Aset of dressing wheels shall be replaced periodically,preferably after each 90 min of use. The washers may beground or replaced to maintain the proper diamete

19、r.4.3 BalanceA balance having a capacity of at least 4 kg,and accurate to at least 0.1 g.4.4 Leveling PlateThe base plate upon which the speci-men rests shall be capable of rotating in the horizontal plane sothat the specimens when placed thereon can be positioned tosecure maximum contact with the r

20、otating cutter throughoutthe full test area.5. Sampling5.1 Cores shall be taken in accordance with Test MethodC42.6. Specimens6.1 The specimens used in this test shall be of any size andshape that can be accommodated by the abrasion device andthe balance provided. The surface to be tested shall be e

21、itherformed or finished and shall be positioned in the plane ofcontact of the cutter.7. Procedure7.1 Determine the mass of the specimen to the nearest 0.1 g.7.2 Fasten the specimens securely in the abrasion device sothat the surface to be tested is normal to the shaft.FIG. 1 Rotating-Cutter Drill Pr

22、essC 944 99 (2005)27.3 Mount the rotating cutter device in the abrasion device.7.4 Start the motor and lower the cutter slowly until just incontact with the surface of the specimen.7.5 Continue abrasion with a normal or a double load on thespecimen for 2 min after contact between the cutter and thes

23、urface. At the end of each 2-min abrasion period, remove thetest specimen from the device and clean surfaces to removedebris using a soft brush or blow the surface with air.Determine the specimen mass to the nearest 0.1 g. Theminimum test schedule shall involve three 2-min periodsconducted on three

24、separate areas of representative surfaces ofthe concrete or mortar.7.6 For concrete that is highly resistant to abrasion addi-tional testing may be required. Doubling the applied load, orthe time, or both, as shown in the following chart, shouldprovide more comprehensive information on such concrete

25、.Abrasion Cycle Load, N (lbf) Test Frequency/PeriodA NormalB Double load98 (22)197 (44)3 3 2min3 3 2min7.7 When testing surfaces in place, or when the depth ofwear is to be determined due to significant differences insurface density, refer to Test Method C 779/C 779M ProcedureB, to determine abraded

26、 depth using the apparatus in this testmethod.8. Report8.1 Report the following information on:8.1.1 Description of surface,8.1.2 Size of specimen,8.1.3 Type of finish,8.1.4 Concrete compaction, age, and strength,8.1.5 Applied surface treatment,8.1.6 Time of abrasion and load used (normal or double)

27、,8.1.7 Average loss in grams or depth of wear in millimetresand,8.1.8 Loss in mass and time abraded.9. Precision and Bias9.1 PrecisionCriteria for judging the acceptability ofabrasion resistance test results obtained by this test method areas follows:9.1.1 Normal Load ConditionThe single-operator co

28、effi-cient of variation has been found to be 21 %. Therefore, theresults of two properly conducted tests by the same operator onsimilar samples should not differ from each other by more than59 % of the average.9.1.2 Double Load ConditionThe single-operator coeffi-cient of variation has been found to

29、 be 12.6 %. Therefore, theresults of two properly conducted tests by the same operator onsimilar samples should not differ from each other by more than36 % of their average.9.2 BiasThe procedure in this test method has no biasbecause the value of abrasion resistance of concrete surfacescan be only d

30、efined in terms of a test method.10. Keywords10.1 abrasion; concrete; impact; mortar; wearFIG. 2 Typical Rotating CuttersC 944 99 (2005)3ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this sta

31、ndard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years an

32、dif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee,

33、which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-295

34、9,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).FIG. 3 Design Details of Rotating-Cutter Drill PressC 944 99 (2005)4