1、Designation: C 1107/C 1107M 07aStandard Specification forPackaged Dry, Hydraulic-Cement Grout (Nonshrink)1This standard is issued under the fixed designation C 1107/C 1107M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision, the year
2、of last revision. A number in parentheses indicates the year of lastreapproval. A superscript 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. Scope*1.1 This specification covers packag
3、ed dry, hydraulic ce-ment grout (nonshrink) intended for use under applied load(such as to support a structure, a machine, and the like) wherea change in height below initial placement height is to beavoided.1.2 Grouts covered are composed of hydraulic cement, fineaggregate, and other ingredients. T
4、hey require only the addi-tion of mixing water for use.1.3 The values stated in either SI units or inch-pound unitsshall be regarded separately as standard. The values stated ineach system are not exact equivalents; therefore, each systemshall be used independently of the other. Combining valuesfrom
5、 the two systems may result in nonconformance with thestandard.1.4 The following safety hazards caveat pertains only to thetest method portion of this specification: This standard doesnot purport to address all of the safety concerns, if any,associated with its use. It is the responsibility of the u
6、ser of thisstandard to establish appropriate safety and health practicesand determine the applicability of regulatory limitations priorto use.2. Referenced Documents2.1 ASTM Standards:2C 109/C 109M Test Method for Compressive Strength ofHydraulic Cement Mortars(Using 2-in. or 50-mm CubeSpecimens)C 1
7、25 Terminology Relating to Concrete and ConcreteAggregatesC 138/C 138M Test Method for Density (Unit Weight),Yield, and Air Content (Gravimetric) of ConcreteC 157/C 157M Test Method for Length Change of Hard-ened Hydraulic-Cement Mortar and ConcreteC 185 Test Method for Air Content of Hydraulic Ceme
8、ntMortarC 305 Practice for Mechanical Mixing of Hydraulic CementPastes and Mortars of Plastic ConsistencyC 702 Practice for Reducing Samples of Aggregate toTesting SizeC 827 Test Method for Change in Height at Early Ages ofCylindrical Specimens of Cementitious MixturesC 939 Test Method for Flow of G
9、rout for Preplaced-Aggregate Concrete (Flow Cone Method)C 1090 Test Method for Measuring Changes in Height ofCylindrical Specimens of Hydraulic-Cement GroutC 1437 Test Method for Flow of Hydraulic Cement Mortar3. Terminology3.1 DefinitionsFor definitions of terms used in this speci-fication, refer t
10、o Terminology C 125.3.2 Definitions of Terms Specific to This Standard:3.2.1 Consistency:3.2.2 flowable, adja grout consistency having a flow of125 to 145 by the flow test in accordance with the applicableprovisions of Test Method C 1437; the flow after 5 drops of theflow table in 3 s.3.2.3 fluid, a
11、dja grout consistency having a time of effluxof 10 to 30 s when tested by the flow cone procedure of TestMethod C 939.3.2.4 plastic, adja grout consistency having a flow of 100to 125 by the flow test in accordance with the applicableprovisions of Test Method C 1437; the flow after 5 drops of theflow
12、 table in 3 s.4. Ordering Information4.1 When the purchaser specifies that properties of thepackaged, dry grout meet the requirements of this specification,also specify which, if any, of the optional requirements apply.4.2 When the grout is to be used in contact with stressedtendons or other corrosi
13、on-sensitive, load-bearing structuralmembers, the purchaser shall supply this information to themanufacturer and obtain assurances that the material meets1This specification is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of Subcomm
14、itteeC09.43 on Packaged Dry Combined Materials.Current edition approved July 15, 2007. Published August 2007. Originallyapproved in 1991. Last previous edition approved in 2007 as C 1107 07.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at servi
15、ceastm.org. For Annual Book of ASTMStandards volume information, refer to the 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, Unit
16、ed States.relevant chloride, nitrite, nitrate, sulfide, and sulfate require-ments, and any other material limitations imposed by theapplicable codes and standards (Note 1).4.3 When the grout is to be used in abnormal or aggressiveenvironments, the purchaser shall supply this information tothe manufa
17、cturer and obtain assurance that the grout has asuccessful history of performance in the same or similarexposures.NOTE 1Since all conditions of use cannot be anticipated, this speci-fication requires nonshrink grout to exhibit no shrinkage when tested in alaboratory-controlled, moist-cured environme
18、nt, and requires only thereporting of the observed height change, usually shrinkage, when testspecimens are subjected to some degree of drying. It is suggested thatusers consult with manufacturers on specific applications to determine theapplicability of specific test results.5. Materials5.1 The mat
19、erials used as ingredients in packaged, dry,grout include hydraulic cement, fine aggregate, and otheringredients.6. Performance Requirements6.1 Specimens shall be made from freshly mixed grout andfrom grout that has been retained in the mixer for the maximumusable working time allowed by the manufac
20、turer. Specimensfrom both conditions shall meet the requirements prescribed inTable 1.6.2 Specimens shall be prepared using materials and equip-ment at temperatures representing the maximum and minimumusable temperatures specified by the manufacturer for hisproduct. Specimens from both conditions sh
21、all meet therequirements prescribed in Table 1, except that thecompressive-strength requirements do not have to be met atminimum usable temperature.6.3 Specimens for testing shall be prepared by combiningthe use of grout retained in the mixer as in 6.1 with theminimum and maximum as mixed and curing
22、 temperaturesused in 6.2. Specimens from these combinations of conditionsshall meet the requirements of Table 1, except that thecompressive-strength requirements do not have to be met atminimum usable temperature.6.4 All test specimens for performance evaluation shall beprepared using the highest wa
23、ter to solids ratio suggested bythe manufacturer for his product.7. Sampling7.1 Use whole packages of grout selected at random fromthe lot of grout to be examined.7.2 Where lesser quantities of grout will serve the purpose,select 3000 g 7 lb of dry grout from a whole package inaccordance with the me
24、chanical-splitter method in PracticeC 702. For high-density grouts, adjust the mass to provide anequivalent volume.8. Batching8.1 Grout mixtures shall be produced in the followingconditions:8.1.1 Batch grout mixtures at temperature conditions corre-sponding to the maximum recommended temperature lim
25、it andat a temperature corresponding to the minimum temperaturestated by the manufacturer.8.1.2 For standard temperature testing, maintain the groutmixture and the testing equipment at a temperature of 23 6 2C 73.5 6 3.5 F.8.2 Bring all materials and equipment to be used in prepar-ing test specimens
26、 to the specified test temperature, 6 3C6 5 F prior to use.8.2.1 When the controlled-environment test room is toosmall to accommodate large equipment, immediately prior touse, bring the mixer to the desired testing temperature by fillingit with water at the appropriate temperature and agitating it b
27、yturning the mixer on. When this water has stabilized at thedesired temperature, discard it and start preparing the batchimmediately.8.3 The manufacturer is not prohibited from including, inthe package instructions, procedures for adjusting the mixingwater temperature to achieve limitations imposed
28、on the groutuse temperatures. Use of this technique shall not abrogate theextended mixing time requirement of this specification.9. Proportioning9.1 The minimum and maximum amount of water recom-mended by the manufacturer on the package shall be used todetermine conformance with the requirements of
29、this specifi-cation. If the manufacturer provides maximum flow (thinnestconsistency) information on the package, conduct consistencytests to an accuracy of 65 % to determine the amount of waterto be added for testing. In either case, express the weight ofwater so determined as a ratio of water to dr
30、y grout material byweight. If both are given, make tests at whichever involves thelarger amount of water by ratio of dry grout mixture.10. Mixing10.1 Apparatus:10.1.1 Mixer for Preliminary AdjustmentsFor smallerquantities of grout, the mortar-mixing apparatus shall be asspecified in Practice C 305.
31、However, the mixer shall beprovided with a bowl positioner to enable clearance of thelargest sized aggregate in the mixture being tested.10.1.2 Mixer for Grout Performance QualificationsA90-L 3-ft3 capacity mortar mixer (Note 2) is required. Themixer shall be clean, pre-wetted, and drained and essen
32、tiallyTABLE 1 Performance RequirementsCompressiveStrength,minMPa psi1 dayA7.0 10003 day 17.0 25007 day 24.0 350028 day 34.0 5000Early Age Height ChangeMax % Final Set + 4.0Height Change of Moist CuredHardened Grout at 1, 3, 14 and28 DaysMaximum, % + 0.3Minimum, % 0.0AWhen required, the purchaser mus
33、t so specify in the purchase contract.C 1107/C 1107M 07a2free of hardened mortar and other foreign material that can beremoved with a trowel or by reasonably striking with ahammer.NOTE 2An electric motor-driven mixer is preferable in the laboratoryto avoid noise and exhaust fumes. The horizontal rev
34、olving blades arepreferred to have rubber tips that contact and wipe the sides of thestationary tub for the most efficient mixing. For greater safety, the mixershould be equipped with a lever-operated clutch. While these commentsare selected safety precautions, it is the users responsibility to see
35、that anyequipment in use is not hazardous in a physical or mechanical way tooperators and attendant personnel, and that safe work practices arerequired at all times.10.2 Mixing Procedure for Preliminary Adjustment:10.2.1 Use a 3000-g 7-lb sample to determine the consis-tency classification and to de
36、termine the water content of grouttested at a maximum flowability.10.2.2 For less than whole package amounts, weigh allgrout on a balance or on a platform scale to the nearest 0.1 %.10.2.3 Measure the water by mass or volume to the nearest0.1 %.10.2.4 Mix for 3 min, briefly stopping the mixer (not o
37、ver15 s) at 1 min to scrape into the batch any grout that may havecollected on the side of the bowl. Use other mixing proceduresif recommended by the manufacturer (Note 3).NOTE 3It is advisable to cover the bowl with a lid while mixing. Ametal disc in which a slit has been cut to accommodate the mix
38、er shaft hasbeen found suitable. If excessive splash-over occurs, a larger mixer shouldbe used.10.3 Procedure for Grout Performance Qualifications:10.3.1 Prepare all performance-qualification specimensfrom the batch of grout prepared as described herein. Performtests to verify compliance with perfor
39、mance requirements (seeNote 2).10.3.2 With materials and equipment brought to the testingtemperature, use enough whole bags of material to produce aminimum 56 L 2 ft3 of mixed grout. Use this batch for bothfreshly-mixed and delayed-mixed testing at one specifiedtemperature. Place the total required
40、amount of mixing water inthe mixer (Note 4). Use the weighed contents of the packagesto determine the amount of water added. Then, with the mixerrunning, add the grout material in a steady flow, sliding it intothe mixer along the side away from the discharge.After mixingfor 1 min, stop the mixer for
41、 not more than 30 s and scrapedown the sides and blades (see Note 2). Mix for 5 min after allthe dry grout has been added, unless otherwise recommendedby the manufacturer.NOTE 4Extensive lumping generally occurs during the procedure foradding grout and water. If it occurs repeatedly, try adding abou
42、t 80 % ofthe water, then add all of the grout. Add the remaining water after about1 min. If lumping persists, contact the grout manufacturer for recommen-dations.10.3.3 After completely mixing, discharge a portion of thematerial through a 9.5-mm 38-in. mesh screen into a clean,pre wet container. If
43、lumps or balls of partially mixed materialremain on the screen, reject the entire batch and start over.10.3.4 Leave the portion of grout to be tested later in themixer with the mixer running, unless otherwise recommendedby the manufacturer, for the period recommended by themanufacturer as the maximu
44、m usable working time.10.3.5 If the manufacturer requires other equipment or adifferent mixing procedure, or both, when using a particulargrout, they shall be used if adequately detailed in the manu-facturers instructions.11. Test Methods11.1 Consistency:11.1.1 Determine the consistency of the grout
45、 mixture inaccordance with Test Method C 827, Preparation of Mixtures,with the exception of temperature. To adjust for consistency,repeat the procedure starting with dry material. Do not addwater or dry material to an existing mixture.11.1.2 Determine the consistency with the required watercontent,
46、at the temperature extremes allowed by the manufac-turer, both with freshly mixed grout and grout mixed to themaximum allowed usable working time. The consistency at theend of the maximum allowed usable working time at each ofthe allowed temperature extremes shall remain within thespecified flow ran
47、ges.11.1.3 Do not adjust the water at extreme conditions unlessrecommended by the manufacturer. When water adjustment isrecommended, perform tests required by this specification toverify that the water-adjusted grout meets the requirements ofthis specification.11.2 YieldDetermine the yield of the gr
48、out using the400-mL cylindrical measure described in Test Method C 185.11.2.1 CalculationCalculate the density of the grout inaccordance with Test Method C 138 and calculate the yield offreshly mixed grout per package of specified mass as follows:Y 5 1 1 A!WtW(1)where:Y = Yield of grout, L ft3 (expr
49、essed to nearest 0.5 L0.01 ft3),W = Unit weight of grout, kg/m3lb/ft3,A = Fraction of water added to grout,Mass of WaterMass of Dry GroutWt= Net weight marked on package, kg lb.11.3 Early Age Height ChangeDetermine the early-ageheight change of grout in accordance with the applicableportions of Test Method C 827.11.4 Height Change of Hardened Grout:11.4.1 Determine height change of hardened grout at 1, 3,14, and 28 days in accordance with Test Method C 1090 andreport.11.4.2 At 28 days age, leave specimens in the apparatus andex
