ASTM C1231 C1231M-2008a Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders.pdf

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1、Designation: C 1231/C 1231M 08aStandard Practice forUse of Unbonded Caps in Determination of CompressiveStrength of Hardened Concrete Cylinders1This standard is issued under the fixed designation C 1231/C 1231M; the number immediately following the designation indicates theyear of original adoption

2、or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This practice covers requirements for a capping systemusing unbonded caps fo

3、r testing concrete cylinders molded inaccordance with Practice C 31/C 31M or C 192/C 192M. Un-bonded neoprene caps of a defined hardness are permitted tobe used for testing for a specified maximum number of reuseswithout qualification testing up to a certain concrete compres-sive strength level. Abo

4、ve that strength, level neoprene capswill require qualification testing. Qualification testing is re-quired for all elastomeric materials other than neopreneregardless of the concrete strength.1.2 Unbonded caps are not to be used for acceptance testingof concrete with compressive strength below 1500

5、 psi 10MPa or above 12 000 psi 85 MPa.1.3 The values stated in either inch-pound or SI units shallbe regarded as standard. SI units are shown in brackets. Thatvalues stated in each system may not be exact equivalents;therefore, each system must be used independently of the other,without combining th

6、e values in any way.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 practices and determine the applica-bility of regulatory limitations prior to

7、 use. (WarningConcrete cylinders tested with unbonded caps rupture moreviolently than comparable cylinders tested with bonded caps.The safety precautions given in the Manual of Aggregate andConcrete Testing are recommended.2)2. Referenced Documents2.1 ASTM Standards:3C 31/C 31M Practice for Making a

8、nd Curing Concrete TestSpecimens in the FieldC 39/C 39M Test Method for Compressive Strength of Cy-lindrical Concrete SpecimensC 192/C 192M Practice for Making and Curing ConcreteTest Specimens in the LaboratoryC 617 Practice for Capping Cylindrical Concrete Speci-mensD 2000 Classification System fo

9、r Rubber Products in Auto-motive Applications3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 pad, nan unbonded elastomeric pad.3.1.2 unbonded cap, na metal retainer and an elastomericpad.4. Significance and Use4.1 This practice provides for using an unbonded cappingsystem in t

10、esting hardened concrete cylinders made in accor-dance with Practices C 31/C 31M or C 192/C 192M in lieu ofthe capping systems described in Practice C 617.4.2 The elastomeric pads deform in initial loading to con-form to the contour of the ends of the cylinder and arerestrained from excessive latera

11、l spreading by plates and metalrings to provide a uniform distribution of load from the bearingblocks of the testing machine to the ends of the concrete ormortar cylinders.5. Materials and Apparatus5.1 Materials and equipment necessary to produce ends ofthe reference cylinders that conform to planen

12、ess requirementsof Test Method C 39/C 39M and the requirements of PracticeC 617. This may include grinding equipment or cappingmaterials and equipment to produce neat cement paste, highstrength gypsum plaster, or sulfur mortar caps.5.2 Elastomeric Pads:5.2.1 Pads shall be12 6116 in. 136 2 mm thick a

13、nd thediameter shall not be more than116 in. 2 mm smaller than theinside diameter of the retaining ring.5.2.2 Pads shall be made from polychloroprene (neoprene)meeting the requirements of Classification D 2000 as follows:Shore ADurometerClassification D 2000Line Call-Out1This practice is under the j

14、urisdiction of ASTM Committee C09 on Concreteand ConcreteAggregates and is the direct responsibility of Subcommittee C09.61 onTesting for Strength.Current edition approved July 1, 2008. Published August 2008. Originallyapproved in 1993. Last previous edition approved in 2008 as C 1231/C 1231M 08.2Se

15、ction on Safety Precautions, Manual of Aggregate and Concrete Testing,Annual Book of ASTM Standards, Vol. 04.02.3For 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

16、standards Document Summary 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.50 M2BC51460 M2BC61470 M2BC714The tolerance on Shore A durometer har

17、dness is 6 5. Table1 provides requirements for use of caps made from materialmeeting the requirements of Classification D 2000, above.5.2.3 Other elastomeric materials that meet the performancerequirements of qualification tests in Section 8 are permitted.5.2.4 Elastomeric pads shall be supplied wit

18、h the followinginformation:5.2.4.1 The manufacturers or suppliers name,5.2.4.2 The Shore A hardness, and5.2.4.3 The applicable range of concrete compressivestrength from Table 1 or from qualification testing.5.2.5 The user shall maintain a record indicating the date thepads are placed in service, th

19、e pad durometer, and the numberof uses to which they have been subjected.5.3 Retainers, are a pair of metal fixtures used to providesupport for and alignment of the neoprene pads and thecylinder ends (See Note 1 and Fig. 1). Each retainer (upper andlower) includes a (retaining) ring that is welded t

20、o or manu-factured integrally with a base plate. The height of the retainingring shall be 25 6 3 mm 1.0 6 0.1 in. The inside diameterof the retaining ring shall not be less than 102 % or greater than107 % of the diameter of the cylinder. The thickness of theretaining ring shall be at least 12 mm 0.4

21、7 in. for 150 mm 6in. diameter retainers and at least 9 mm 0.35 in. for 100 mm4 in. diameter retainers. The surface of the base plate thatcontacts the bearing block of the testing machine shall be planeto within 0.05 mm 0.002 in. The thickness of the base plateshall be at least 12 mm 0.47 in. for 15

22、0 mm 6 in. retainersand at least 8 mm 0.3 in. for 100 mm 4 in. retainers. Thebearing surfaces of the retainers shall not have gouges,grooves, protrusions, or indentations greater than 0.25 mm0.010 in. deep or greater than 32 mm20.05 in.2 in surfacearea.NOTE 1Retainers made from steel and some alumin

23、um alloys havebeen found acceptable.6. Test Specimens6.1 The specimens shall be either 6 by 12 in. 150 by 300mm or 4 by 8 in. 100 by 200 mm cylinders made inaccordance with Practices C 31/C 31M or C 192/C 192M.Neither end of a cylinder shall depart from perpendicularity tothe axis by more than 0.5 (

24、approximately equivalent to18 in.in 12 in. 3 mm in 300 mm). No individual diameter of acylinder may differ from any other diameter by more than 2 %.NOTE 2One method of measuring the perpendicularly of ends ofcylinders is to place a try square across any diameter and measure thedeparture of the longe

25、r blade from an element of the cylindrical surface.An alternative method is to place the end of the cylinder on a plane surfaceand support the try square on that surface.6.2 Depressions under a straight edge measured with around wire gage across any diameter shall not exceed 0.20 in.5 mm. If cylinde

26、r ends do not meet this tolerance, thecylinder shall not be tested unless irregularities are correctedby sawing or grinding.7. Procedure7.1 Unbonded caps are permitted to be used on one or bothends of a cylinder in lieu of a cap or caps meeting PracticeC 617, provided they meet the requirements of S

27、ection 5.7.2 Examine both sides of pads for excessive wear ordamage. Replace pads that have cracks or splits in their top orbottom surface that exceed38 in. 10 mm in length regardlessof depth. Insert pad in the retainer before it is placed on thecylinder (Note 3).NOTE 3Some manufacturers recommend d

28、usting the pads and theends of the cylinders with corn starch or talcum powder prior to testing.7.3 Center the unbonded cap or caps on the cylinder andplace the cylinder on the lower bearing block of the testingmachine. Carefully align the axis of the cylinder with thecenter of thrust of the testing

29、 machine by centering the upperretaining ring on the spherically seated bearing block. As thespherically seated block is brought to bear on the upperretaining ring, rotate its movable portion gently by hand so thatuniform seating is obtained. After application of load, butbefore reaching 10 % of the

30、 anticipated specimen strength,check to see that the axis of the cylinder is vertical within atolerance of18 in. in 12 in. 3.2 mm in 300 mm and that theends of the cylinder are centered within the retaining rings. Ifthe cylinder alignment does not meet these requirements,release the load, check comp

31、liance with 6.1, and carefullyrecenter the specimen. Reapply load and recheck specimencentering and alignment. A pause in load application to checkcylinder alignment is permissible.7.4 Complete the load application, testing, calculation, andreporting of results in accordance with Test Method C 39/C

32、39M (see Notes 4 and 5).NOTE 4Some users have reported damage to testing machines fromthe sudden release of energy stored in the elastomeric pads.NOTE 5Occasionally, unbonded capped cylinders may develop earlycracking, but continue to carry increasing load. For this reason cylindersmust be tested to

33、 complete failure.8. Qualification of Unbonded Capping Systems andVerification of Reuse of Pads8.1 Table 1 specifies the conditions under which polychlo-roprene (neoprene) unbonded pads must be qualified under thissection depending on the concrete strength and the Shore Ahardness. Unbonded pads made

34、 of other elastomeric materialsmust be qualified using the procedures in this section.8.2 When qualification tests are required they must be madeby either the supplier or user of the unbonded pads. The user ofthe pads must retain a copy of the current qualification testreport to demonstrate complian

35、ce with this practice. See X1.1.TABLE 1 Requirements for Use of Polychloroprene(Neoprene)PadsCylinder Compressive Strength,psi MPaShore ADurometerHardnessQualificationTests RequiredMaximumReusesALess than 1500 10 Not permitted1 500 to 6 000 10 to 40 50 None 1002 500 to 7 000 17 to 50 60 None 1004 00

36、0 to 7 000 28 to 50 70 None 1007 000 to 12 000 50 to 80 70 Required 50Greater than 12,000 80 Not permittedAMaximum number of reuses will be less if pads wear, crack or split. See 7.2.C 1231/C 1231M 08a28.3 The compressive strength of molded cylinders testedwith unbonded caps shall be compared with t

37、hat of companioncylinders tested with ends ground or capped to meet require-ments of Test Method C 39/C 39M and Practice C 617.8.4 To be acceptable, tests must demonstrate that at a 95 %confidence level (a = 0.05), the average strength obtainedusing unbonded caps is not less than 98 % of the average

38、strength of companion cylinders capped or ground in accor-dance with 8.3.8.4.1 When required, qualification tests in accordance with8.5 shall be made on initial use of an unbonded cap at both thehighest and lowest strength levels anticipated to establish anacceptable range of cylinder strength for u

39、se. In practiceindividual cylinders shall not have strengths more than 10 %greater than the high strength level or more than 10 % less thanthe low strength level qualified or specified in Table 1.Qualification tests shall be repeated whenever there is a changein the design or dimensions of the retai

40、ning rings, or whenthere is a change in pad composition or thickness, or the ShoreA hardness changes by more than five units. Initial qualifica-tion tests shall include verification that after the specifiedmaximum number of reuses the pads meet the requirements of8.4.8.4.2 When tests are made to est

41、ablish a permissible numberof reuses exceeding those in Table 1, only those tests or reuseswhich are within 2000 psi 14 MPa of the highest strengthlevel to be qualified will be included in the reuse count.Laboratories must maintain records of the number of timespads are reused.NOTE 6Pad life depends

42、 on the hardness and type of pad material, thestrength of the concrete, the difference between the outside diameter of thecylinder and the inside diameter of the retaining ring, the unevenness androughness of the ends of the cylinder, and other factors. Based on availableinformation, scuffing or abr

43、asion of the perimeter of the pad is normal,provided it does not reduce the thickness of the pad around the perimeter.8.5 Specimen Preparation for Qualification and Pad ReuseTesting:8.5.1 Pairs of individual cylinders shall be made from asample of concrete and cured as nearly alike as possible: onec

44、ylinder per pair is to be tested after grinding or capping inaccordance with 8.3 and the other is to be tested using theunbonded cap system.8.5.2 A minimum of 10 pairs of cylinders shall be made atboth the highest and lowest strength levels desired or antici-pated (Note 7). The “strength level” is t

45、he average of thestrengths of the 20 or more cylinders whose strengths arewithin a range of 1000 psi 7 MPa (Note 8). More than onepair of cylinders can be made from a single concrete sample,but cylinders must come from a minimum of two samplesmade on different days for each concrete strength level (

46、Note9).NOTE 7If the Practice C 617 capped and unbonded capped specimensproduce equal strengths, the number of pairs of cylinders that will beneeded to demonstrate compliance will range from 9 to more than 60depending on the variability of test results. If the two capping systemsproduce equal strengt

47、hs, about 10 % of laboratories will require more than60 tests and 10 % of the laboratories will require 9 tests to demonstratestatistical compliance.NOTE 8Note that the range of strengths permitted in qualificationFIG. 1 Example of Retaining Ring and Base PlateC 1231/C 1231M 08a3testing to define th

48、e strength level is 1000 psi 7 MPa, but that in countingnumber of reuses only cylinders within a range of 2000 psi 14 MPa areincluded in the reuse count.NOTE 9Cylinders for qualification tests can be from pairs of cylinderstested in routine laboratory operations and, in most instances, special trial

49、batches should not be required for qualification tests.9. Calculation9.1 For each strength level, compute the difference instrength for each pair of cylinders, and compute the averagestrength of the cylinders with reference caps and the averagestrength of the cylinders with unbonded caps, as follows:di5 xpi2 xsi(1)xs5 xs11 xs21 xs3. 1 xsn!/nxp5 xp11 xp21 xp3. 1 xpn!/nwhere:di= difference in strength of a pair of cylinders computedas the strength of unbonded capped cylinder minusthe strengt