ASTM C150 C150M-2018 Standard Specification for Portland Cement《硅酸盐水泥标准规范》.pdf

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1、Designation: C150/C150M 17C150/C150M 18Standard Specification forPortland Cement1This standard is issued under the fixed designation C150/C150M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number in

2、 parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers ten types of portland cement, as follows (see Note 2):1.1.1 Type IFor use when the special properties specified for a

3、ny other type are not required.1.1.2 Type IAAir-entraining cement for the same uses as Type I, where air-entrainment is desired.1.1.3 Type IIFor general use, more especially when moderate sulfate resistance is desired.1.1.4 Type IIAAir-entraining cement for the same uses as Type II, where air-entrai

4、nment is desired.1.1.5 Type II(MH)For general use, more especially when moderate heat of hydration and moderate sulfate resistance aredesired.1.1.6 Type II(MH)AAir-entraining cement for the same uses as Type II(MH), where air-entrainment is desired.1.1.7 Type IIIFor use when high early strength is d

5、esired.1.1.8 Type IIIAAir-entraining cement for the same use as Type III, where air-entrainment is desired.1.1.9 Type IVFor use when a low heat of hydration is desired.1.1.10 Type VFor use when high sulfate resistance is desired.NOTE 1Some cements are designated with a combined type classification,

6、such as Type I/II, indicating that the cement meets the requirements ofthe indicated types and is being offered as suitable for use when either type is desired.NOTE 2Cement conforming to the requirements for all types are not carried in stock in some areas. In advance of specifying the use of cement

7、 otherthan Type I, determine whether the proposed type of cement is, or can be made, available.1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used in

8、dependently of the other. Combining values from thetwo systems may result in non-conformance with the standard. Values in SI units or inch-pound units shall be obtained bymeasurement in SI units or inch-pound units or by appropriate conversion, using the Rules for Conversion and Rounding givenin IEE

9、E/ASTM SI 10, of measurements made in other units or SI units. Values are stated in only SI units when inch-pound unitsare not used in practice.1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes(excluding those in tables and fig

10、ures) shall not be considered as requirements of the standard.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations

11、issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC51 Terminology Relating to Lime and Limestone (as used by the Industry)C109/C109M Test Method for Compressive Strength of Hydraulic C

12、ement Mortars (Using 2-in. or 50-mm Cube Specimens)C114 Test Methods for Chemical Analysis of Hydraulic CementC115 Test Method for Fineness of Portland Cement by the TurbidimeterC151 Test Method for Autoclave Expansion of Hydraulic CementC183 Practice for Sampling and the Amount of Testing of Hydrau

13、lic Cement1 This specification is under the jurisdiction of ASTM Committee C01 on Cement and is the direct responsibility of Subcommittee C01.10 on Hydraulic Cements forGeneral Concrete Construction.Current edition approved April 1, 2017April 1, 2018. Published April 2017April 2018. Originally appro

14、ved in 1940. Last previous edition approved in 20162017 asC150/C150M 16C150/C150M 17.1. DOI: 10.1520/C0150_C0150M-17.10.1520/C0150_C0150M-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolum

15、e information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequa

16、tely depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM In

17、ternational, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1C185 Test Method for Air Content of Hydraulic Cement MortarC186 Test Method for Heat of Hydration of Hydraulic CementC191 Test Methods for Time of Setting of Hydraulic Cement by Vicat NeedleC204 Test Met

18、hods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC219 Terminology Relating to Hydraulic CementC226 Specification for Air-Entraining Additions for Use in the Manufacture of Air-Entraining Hydraulic CementC266 Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore Need

19、lesC451 Test Method for Early Stiffening of Hydraulic Cement (Paste Method)C452 Test Method for Potential Expansion of Portland-Cement Mortars Exposed to SulfateC465 Specification for Processing Additions for Use in the Manufacture of Hydraulic CementsC563 Guide for Approximation of Optimum SO3 in H

20、ydraulic CementC1038 Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in WaterC1702 Test Method for Measurement of Heat of Hydration of Hydraulic Cementitious Materials Using Isothermal ConductionCalorimetryE29 Practice for Using Significant Digits in Test Data to Determine Conforman

21、ce with SpecificationsIEEE/ASTM SI 10 American National Standard for Use of the International System of Units (SI): The Modern Metric System3. Terminology3.1 DefinitionsSee Terminology C219.4. Ordering Information4.1 Orders for material under this specification shall include the following:4.1.1 This

22、 specification number and date,4.1.2 Type or types allowable. If no type is specified,Type I shall be supplied,4.1.3 Any optional chemical requirements from Table 2, if desired, and4.1.4 Any optional physical requirements from Table 4, if desired.5. Ingredients5.1 The cement covered by this specific

23、ation shall contain no ingredients except as follows:5.1.1 Portland cement clinker.5.1.2 Water or calcium sulfate, or both. The amounts shall be such that the limits shown in Table 1 for sulfur trioxide andloss-on-ignition are not exceeded.5.1.3 Limestone. The amount shall not be more than 5.0 % by

24、mass such that the chemical and physical requirements of thisstandard are met (see Note 3). The limestone, defined in Terminology C51, shall be naturally occurring and consist of at least 70 %by mass of one or more of the mineral forms of calcium carbonate. If limestone is used, the manufacturer sha

25、ll report the amountused, expressed as a percentage of cement mass, as determined using AnnexA2, along with the oxide composition of the limestone.NOTE 3This standard permits portland cement to contain limestone, but does not require that limestone be an ingredient in the cement. Cementwithout groun

26、d limestone can be specified in the contract or order.5.1.4 Inorganic processing additions. The amount shall be not more than 5.0 % by mass of cement. Not more than one inorganicprocessing addition shall be used at a time. For amounts greater than 1.0 %, they shall have been shown to meet the requir

27、ementsof Specification C465 for the inorganic processing addition in the amount used or greater. If an inorganic processing addition isused, the manufacturer shall report the amount used, expressed as a percentage of cement mass, along with the oxide compositionof the processing addition. See Note 4

28、.NOTE 4These requirements are based on data and recommendations by Taylor.35.1.5 Organic Processing additions. They shall have been shown to meet the requirements of Specification C465 in the amountsused or greater and the total amount of organic processing additions used shall not exceed 1.0 % by m

29、ass of cement.5.1.6 Air-entraining addition (for air-entraining portland cement only). The interground addition shall conform to therequirements of Specification C226.6. Chemical Composition6.1 Portland cement of each of the ten types shown in Section 1 shall conform to the respective standard chemi

30、cal requirementsprescribed in Table 1. In addition, optional chemical requirements are shown in Table 2.3 Taylor, P., “Specifications and Protocols forAcceptance Tests on ProcessingAdditions in Cement Manufacturing,” NCHRP Report 607, Transportation Research 3 Board,Washington, DC 20008, 96 pp. Avai

31、lable at www.trb.org.C150/C150M 182NOTE 5The limit on the sum, C3S + 4.75C3A, in Table 1 provides control on the heat of hydration of the cement and is consistent with a Test MethodC186 seven-day heat of hydration limit of 335 kJ/kg 80 cal/g, or a Test Method C1702 three-day heat of hydration limit

32、of 315 kJ/kg 75 cal g.NOTE 6There are cases where performance of a cement is improved with SO3 in excess of the Table 1 limits in this specification. Guide C563 isone of several methods a manufacturer can use to evaluate the effect of sulfate content on cement characteristics. Whenever SO3 content o

33、f a cementexceeds Table 1 limits, Test Method C1038 results provide evidence that excessive expansion does not occur at this higher sulfate content.7. Physical Properties7.1 Portland cement of each of the ten types shown in Section 1 shall conform to the respective standard physical requirementspres

34、cribed in Table 3. In addition, optional physical requirements are shown in Table 4.8. Sampling8.1 When the purchaser desires that the cement be sampled and tested to verify compliance with this specification, performsampling and testing in accordance with Practice C183.8.2 Practice C183 is not desi

35、gned for manufacturing quality control and is not required for manufacturers certification.9. Test Methods9.1 Determine the applicable properties enumerated in this specification in accordance with the following test methods:9.1.1 Chemical AnalysisTest Methods C114.TABLE 1 Standard Composition Requi

36、rementsCement TypeAApplicableTestMethodI andIAII andIIAII(MH)andII(MH)AIII andIIIA IV VCement TypeA Applicable TestMethod I and IA II and IIA II(MH) andII(MH)A III and IIIA IV VAluminum oxide (Al2O3), max, % C114 . 6.0 6.0 . . .Aluminum oxide (Al2O3), max, % C114 . . . 6.0 6.0 . . . . . . . . .Ferri

37、c oxide (Fe2O3), max, % C114 . 6.0B 6.0B,C . 6.5 .Ferric oxide (Fe2O3), max, % C114 . . . 6.0B 6.0B,C . . . 6.5 . . .Magnesium oxide (MgO), max, % C114 6.0 6.0 6.0 6.0 6.0 6.0Magnesium oxide (MgO), max, % C114 6.0 6.0 6.0 6.0 6.0 6.0Sulfur trioxide (SO3),D max, % C114When (C3A)E is 8 % or less 3.0 3

38、.0 3.0 3.5 2.3 2.3When (C3A)E is 8 % or less 3.0 3.0 3.0 3.5 2.3 2.3When (C3A)E is more than 8 % 3.5 F F 4.5 F FWhen (C3A)E is more than 8 % 3.5 F F 4.5 F FLoss on ignition, max, % C114When limestone is not an ingredient 3.0 3.0 3.0 3.0 2.5 3.0When limestone is an ingredient 3.5 3.5 3.5 3.5 3.5 3.5I

39、nsoluble residue, max, % C114 1.5 1.5 1.5 1.5 1.5 1.5Tricalcium silicate (C3S)E , max, % See Annex A1 . . . . 35C .Tricalcium silicate (C3S)E , max, % See Annex A1 . . . . . . . . . . . . 35C . . .Dicalcium silicate (C2S)E , min, % See Annex A1 . . . . 40C .Dicalcium silicate (C2S)E , min, % See Ann

40、ex A1 . . . . . . . . . . . . 40C . . .Tricalcium aluminate (C3A)E , max, % See Annex A1 . 8 8 15 7C 5BTricalcium aluminate (C3A)E , max, % See Annex A1 . . . 8 8 15 7C 5BSum of C3S + 4.75C3AG , max, % See Annex A1 . . 100C,H . . .Sum of C3S + 4.75C3AG , max, % See Annex A1 . . . . . . 100C,H . . .

41、. . . . . .Tetracalcium aluminoferrite plus twice thetricalcium aluminate (C4AF + 2(C3A),or solidsolution (C4AF + C2F),asapplicable, max, %See Annex A1 . . . . . 25BTetracalcium aluminoferrite plus twice thetricalcium aluminate (C4AF + 2(C3A), orsolid solution (C4AF + C2F),as applicable,max, %See An

42、nex A1 . . . . . . . . . . . . . . . 25BA See Note 2.B Does not apply when the sulfate resistance limit in Table 4 is specified.C Does not apply when the heat of hydration limit in Table 4 is specified.D It is permissible to exceed the values in the table for SO3 content, provided it has been demons

43、trated by Test Method C1038 that the cement with the increased SO3will not develop expansion exceeding 0.020 % at 14 days. When the manufacturer supplies cement under this provision, supporting data shall be supplied to the purchaser.See Note 6.E See Annex A1 for calculation.F Not applicable.G See N

44、ote 5.H In addition, three-day heat of hydration testing by Test Method C1702 shall be conducted at least once every six months. Such testing shall not be used for acceptanceor rejection of the cement, but results shall be reported for informational purposes.C150/C150M 1839.1.2 Air Content of Mortar

45、Test Method C185.9.1.3 Fineness by Air PermeabilityTest Method C204.9.1.4 Autoclave ExpansionTest Method C151.9.1.5 StrengthTest Method C109/C109M.9.1.6 Time of Setting by Vicat NeedlesTest Method C191.9.1.7 False SetTest Method C451.9.1.8 Heat of HydrationTest Method C186 or C1702.9.1.9 Sulfate Res

46、istanceTest Method C452 (sulfate expansion).9.1.10 Time of Setting by Gillmore NeedlesTest Method C266.9.1.11 Fineness by TurbidimeterTest Method C115.9.1.12 Calcium Sulfate (Expansion of) MortarTest Method C1038.10. Inspection10.1 Inspection of the material shall be made as agreed upon between the

47、purchaser and the seller as part of the purchasecontract.11. Rejection11.1 The cement shall be rejected if it fails to meet any of the requirements of this specification.11.2 At the option of the purchaser, retest, before using, cement remaining in bulk storage for more than six months or cementin b

48、ags in local storage in the custody of a vendor for more than three months after completion of tests and reject the cement ifit fails to conform to any of the requirements of this specification. Cement so rejected shall be the responsibility of the owner ofrecord at the time of resampling for retest

49、.11.3 Packages shall identify the mass contained as net weight. At the option of the purchaser, packages more than 2 % belowthe mass marked thereon shall be rejected and if the average mass of packages in any shipment, as shown by determining the massof 50 packages selected at random, is less than that marked on the packages, the entire shipment shall be rejected.12. Manufacturers Statement12.1 At the request of the purchaser, the manufacturer shall state in writing the nature, amount, and identity of any air-entrainingaddition an