ASTM C940-2010a Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory《在实验室内测定预置集料混凝土用新混合灌浆料的膨胀性和泌浆性试验方法》.pdf

《ASTM C940-2010a Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory《在实验室内测定预置集料混凝土用新混合灌浆料的膨胀性和泌浆性试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM C940-2010a Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory《在实验室内测定预置集料混凝土用新混合灌浆料的膨胀性和泌浆性试验方法》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C940 10aStandard Test Method forExpansion and Bleeding of Freshly Mixed Grouts forPreplaced-Aggregate Concrete in the Laboratory1This standard is issued under the fixed designation C940; the number immediately following the designation indicates the year oforiginal adoption or, in the c

2、ase 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. Scope1.1 This test method determines the amount of expansionand accumulation of bleed water at the

3、 surface of freshly mixedhydraulic-cement grout commonly used in the production ofpreplaced-aggregate (PA) concrete and cementitious post-tensioning tendon grouts.1.2 It is for use with hydraulic cement grout whether or notit includes fine aggregate or supplemental cementitious mate-rials or both.1.

4、3 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.1.4 This standard may involve hazardous materials, opera-tions, and equipment. This standard does not purport toaddress all of the safety concerns, if any, associated with itsuse

5、. It is the responsibility of the user of this standard toestablish appropriate safety and health practices and deter-mine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C125 Terminology Relating to Concrete and Concrete Ag-gregatesC937 Specificat

6、ion for Grout Fluidifier for Preplaced-Aggregate ConcreteE1272 Specification for Laboratory Glass Graduated Cylin-ders3. Terminology3.1 Definition of TermsTerms used in this test method aredefined in Terminology C125 or in this section.3.1.1 bleedingthis term is defined in Terminology C125with the e

7、xception that bleeding pertains to grout in this testmethod.3.1.2 expansionincrease in the volume of a grout, ex-pressed as a percentage of the original volume of the grout.4. Summary of Test Method4.1 Grout is placed in a graduated cylinder. Changes in totalvolume and accumulation of bleed water, i

8、f any, on the surfaceof the grout are observed over a period of time.5. Significance and Use5.1 This test method is useful for determining the expansionand bleeding characteristics of freshly mixed fluid hydrauliccement grout commonly used in PA concrete and cementitiouspost-tensioning tendon grouts

9、.6. Interferences6.1 Failure to obtain a uniformly smooth mixture, free oflumps, will cause excessive bleeding and may result in reducedexpansion.6.2 The capability of most admixtures to produce expansionand the tendency to bleed is related to the temperature of thegrout during the period of test.7.

10、 Apparatus7.1 Glass Graduate, 1000 mL and meeting the requirementsof Specification E1272 Style I or III TC.7.2 Glass Graduate, 25 mL and meeting the requirements ofSpecification E1272 Style I or III TC.7.3 Thermometer, accurate to 0.5C for measuring grout andair temperature.8. Test Sample8.1 The gro

11、ut test sample shall consist of approximately1500 mL and shall be representative of the grout in the mixer.9. Procedure9.1 When sampling and testing are being performed in thelaboratory for the purpose of designing or comparing mixturesor for qualifying admixtures including grout fluidifiers proceed

12、in the following manner:1This test method is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.41 on Hydraulic Cement Grouts.Current edition approved Dec. 15, 2010. Published January 2011. Originallyapproved in 1981. L

13、ast previous edition approved in 2010 as C94010. DOI:10.1520/C0940-10a.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 page onthe AST

14、M website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.9.1.1 Maintain the ambient temperature of the room inwhich the test is performed at 23.0 6 2C, unless otherwisespecified.9.1.2 Bring the temperature of all dry materials and m

15、ixingwater to a constant temperature of 23.0 6 2C before mixing,unless otherwise specified.9.1.3 Start volume measurements within 3 min of comple-tion of mixing.9.2 When sampling and testing are being performed in thefield, record the temperature of the grout sample and theambient temperature of the

16、 area in which the test readings aremade. Record the time interval between completion of mixingand start of test.9.3 Immediately after the completion of mixing, measurethe temperature of the grout. Then introduce the grout into a1000-mL graduated cylinder until the volume of the sample is800 6 10 mL

17、. Record the volume of the sample and the timeat which the reading was made. Place the graduated cylinder ona level surface free of vibration. Cover to prevent evaporationof the bleed water.9.4 Take and record the readings, estimated to the nearest 1mL, of the upper surfaces of the grout and bleed w

18、ater, if any,of the sample in the graduate at 15-min intervals for the first 60min and thereafter at hourly intervals until two successivereadings show no further expansion or bleeding. When the testfor expansion and bleeding is used in connection with Speci-fication C937, it shall be discontinued 3

19、 h after the initialreading.9.5 At the conclusion of the test, decant the bleed water intoa 25-mL graduate by tilting the specimen and drawing thewater off with a pipet or large medicine dropper. Record thefinal volume of bleed water to the nearest 0.5 mL.10. Calculation10.1 Calculate the expansion

20、of the grout, and its bleedingand the combined expansion of grout plus bleed water aspercentages of the initial volume of the grout, as follows:Expansion, %5Vg2V1V13100Bleeding, %5V22VgV13100 at prescribed intervalsCombined Expansion, %5V22V1V13100Final bleeding, %5VwV13100where:V1= volume of sample

21、 at beginning of test, mL,V2= volume of sample at prescribed intervals, measuredat upper surface of water layer, mL,Vg= volume of grout portion of sample at prescribedintervals, at upper surface of grout, mL, andVw= volume of decanted bleed water, mL.11. Report11.1 The report shall include the follo

22、wing:11.1.1 Identification of the grout sample.11.1.2 Expansion of grout to the nearest 0.2 % for eachprescribed interval.11.1.3 Bleeding of grout to the nearest 0.2 % for eachprescribed interval.11.1.4 Combined expansion of grout plus bleed water to thenearest 0.2 % for each prescribed interval.11.

23、1.5 Final bleeding to nearest 0.2 %.11.1.6 Temperature of grout sample at start of test.11.1.7 Ambient temperature of laboratory or testing area atthe beginning and end of test.12. Precision and Bias12.1 Precision:12.1.1 BleedingThe single laboratory, three operators,standard deviation has been foun

24、d to be 0.06 %. Therefore,results from two properly conducted tests (by the sameoperator) on the same material should not differ by more than0.17 %.12.1.2 Combined ExpansionThe single laboratory, threeoperators, standard deviation has been found to be 0.37 %.Therefore, results from two properly cond

25、ucted tests (by thesame operator) on the same material should not differ by morethan 1.04 %.12.2 BiasNo statements on bias can be prepared becausethere are no standard reference materials.13. Keywords13.1 bleeding; concrete; expansion; grouts; preplaced-aggregate; preplaced-aggregate concreteC940 10

26、a2SUMMARY OF CHANGESCommittee C09 has identified the location of selected changes to this test method since the last issue,C94010, that may impact the use of this test method. (Approved December 15, 2010)(1) Removed inch-pound units that were inconsistently usedwithin the standard.(2) Added referenc

27、e to Specification E1272.Committee C09 has identified the location of selected changes to this test method since the last issue,C94098a(2003), that may impact the use of this test method. (Approved October 1, 2010)(1) Revised the title, scope, and significance and use sections tobe consistent with r

28、evised subcommittee title and scope.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the ris

29、kof 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 andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of thi

30、s 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, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake

31、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 19428-2959,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). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).C940 10a3