ASTM C595 C595M-2011 Standard Specification for Blended Hydraulic Cements《混合水凝水泥用标准规范》.pdf

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1、Designation: C595/C595M 11Standard Specification forBlended Hydraulic Cements1This standard is issued under the fixed designation C595/C595M; 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 pa

2、rentheses indicates the year of last reapproval.A superscript epsilon () 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 pertains to blended hydraulic cementsfor both

3、general and special applications, using slag or pozzo-lan, or both, with portland cement or portland cement clinker orslag with lime.NOTE 1This specification prescribes ingredients and proportions,with some performance requirements whereas Performance SpecificationC1157 is a hydraulic cement specifi

4、cation in which performance criteriaalone govern the products and their acceptance.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of

5、 the other. Combiningvalues from the two systems may result in non-conformancewith the standard. Values in SI units or inch-pound units shallbe obtained by measurement in SI units or inch-pound unitsor by appropriate conversion, using the Rules for Conversionand Rounding given in IEEE/ASTM SI 10, of

6、 measurementsmade in other units or SI units. Values are stated in only SIunits when inch-pound units are not used in practice.1.3 The text of this standard refers to notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding those in tables and figures) are not requi

7、rements ofthe standard.2. Referenced Documents2.1 ASTM Standards:2C109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm CubeSpecimens)C114 Test Methods for Chemical Analysis of HydraulicCementC150 Specification for Portland CementC151 Test Method for Autocl

8、ave Expansion of HydraulicCementC157/C157M Test Method for Length Change of HardenedHydraulic-Cement Mortar and ConcreteC183 Practice for Sampling and the Amount of Testing ofHydraulic CementC185 Test Method for Air Content of Hydraulic CementMortarC186 Test Method for Heat of Hydration of Hydraulic

9、CementC187 Test Method for Amount of Water Required forNormal Consistency of Hydraulic Cement PasteC188 Test Method for Density of Hydraulic CementC191 Test Methods for Time of Setting of HydraulicCement by Vicat NeedleC204 Test Methods for Fineness of Hydraulic Cement byAir-Permeability ApparatusC2

10、19 Terminology Relating to Hydraulic CementC226 Specification for Air-Entraining Additions for Use inthe Manufacture of Air-Entraining Hydraulic CementC227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mortar-Bar Method)C311 Test Methods for Sampling and Testing Fly As

11、h orNatural Pozzolans for Use in Portland-Cement ConcreteC430 Test Method for Fineness of Hydraulic Cement by the45-m (No. 325) SieveC465 Specification for Processing Additions for Use in theManufacture of Hydraulic CementsC563 Test Method for Approximation of Optimum SO3inHydraulic Cement Using Com

12、pressive StrengthC688 Specification for Functional Additions for Use inHydraulic CementsC821 Specification for Lime for Use with PozzolansC1012 Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate SolutionC1038 Test Method for Expansion of Hydraulic CementMortar Bars Stored

13、 in WaterC1157 Performance Specification for Hydraulic Cement1This specification is under the jurisdiction of ASTM Committee C01 onCement and is the direct responsibility of Subcommittee C01.10 on HydraulicCements for General Concrete Construction.Current edition approved April 1, 2011. Published Ju

14、ne 2011. Originallyapproved in 1967. Last previous edition approved in 2010 as C595/C595M10.DOI: 10.1520/C0595_C0595M-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refe

15、r 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, United States.IEEE/ASTM SI 10 Standard for Use of the InternationalSystem

16、 of Units (SI): the Modern Metric System3. Terminology3.1 DefinitionsThe terms used in this specification aredefined in Terminology C219, except for the following terms:3.1.1 binary blended cement, na blended hydraulic ce-ment consisting of portland cement with either a slag cement ora pozzolan.3.1.

17、2 ternary blended cement, na blended hydraulic ce-ment consisting of portland cement with either a combinationof two different pozzolans, or slag cement and a pozzolan.4. Classification4.1 This specification applies to the following types ofblended cement that generally are intended for use as indic

18、ated.4.1.1 Blended hydraulic cements for general concrete con-struction.4.1.1.1 Type ISPortland blast-furnace slag cement.4.1.1.2 Type IPPortland-pozzolan cement.4.1.1.3 Type ITTernary blended cement.4.2 Reporting:4.2.1 The naming practice for blended cements shall bemade by adding the suffix (X) to

19、 the type designation under4.1.1, where (X) equals the targeted percentage of slag orpozzolan in the product expressed as a whole number by massof the final blended product, within the allowable variation asstated in 14.3.4.2.2 The naming practice for ternary blended cements shallbe made by adding t

20、he suffixes (AX) and (BY) to the Type ITdesignation under 4.1.1, where:A is either “S” for slag cement, or “P” for pozzolan,whichever is present in larger amount by mass, andX is the targeted percentage by mass of constituent A, andB is either “S” for slag cement, or “P” for pozzolan, andY is the ta

21、rgeted percentage by mass of constituent B.Both X and Y values are expressed as a whole number bymass of the final blended product, within the allowablevariation as stated in 14.3. If X and Y are the same, list thepozzolan content first.NOTE 2Examples of the naming practice per 4.2.1 and 4.3 are sho

22、wnbelow (all percentages by mass):Binary blended cement with 80 % portland cement and 20 % slagcement = Type IS(20).Binary blended cement with 85 % portland cement and 15 % pozzolan= Type IP(15).Ternary blended cement with 70 % portland cement, 20 % slag cementand 10 % pozzolan = Type IT(S20)(P10).T

23、ernary blended cement with 65 % portland cement, 25 % of onepozzolan and 10 % of another pozzolan = Type IT(P25)(P10).Ternary blended cement with 60 % portland cement and 20 % ofslag cement and 20 % pozzolan = Type IT(P20)(S20).4.2.3 A simplified naming practice is used in this standardfor practical

24、ity and clarity when referring to specific require-ments for binary and ternary blended cements that are appli-cable to a range of products or in ternary blended cementswhen requirements are applicable to only one constituentwithin a specific range (%). (See Note 3)NOTE 3Examples of the simplified n

25、aming practices per 4.2.3 areshown below:1) An example when requirements are applicable to a range of productscan be found in Table 1, where the maximum SO3content of 3 % appliesto: binary blended cements with slag cement contents 70 %, indicated asIS(70); ternary blended cements with a pozzolan con

26、tent less than theslag cement content and the slag cement content is less than 70 %,indicated as IT(PS70).2) An example when requirements are applicable to only one constitu-ent within a specific range (%) of that constituent can be found in 8.2,where testing is required only when the slag cement co

27、ntent is 25 %.Because the requirement is based on the slag cement content only with norelation to the pozzolan content, a simplified naming practice is employedand the range of ternary blended cements are indicated as Type IT(S25).4.3 Special Properties:4.3.1 Air-entraining cement, when desired by t

28、he purchaser,shall be specified by adding the suffix (A) to any of the abovetypes. The air-entraining option is specified in combinationwith any of the other special properties where required.NOTE 4A given mass of blended cement has a larger absolute volumethan the same mass of portland cement. This

29、 should be taken intoconsideration in purchasing cements and in proportioning concrete mix-tures.4.3.2 Moderate sulfate resistance or moderate heat of hy-dration, or both, when desired by the purchaser, shall bespecified by adding the suffix (MS) or (MH), respectively, tothe type designation under 4

30、.1.1.4.3.3 High sulfate resistance, when desired by the pur-chaser, shall be specified by adding the suffix (HS) to the typedesignation under 4.1.1.NOTE 5Special characteristics attributable to slag or pozzolan willvary based on quantities contained within the blended cements.NOTE 6There are cases w

31、here performance of a cement is improvedwith SO3in excess of the Table 1 limits in this specification. Test MethodC563 is one of several methods a manufacturer can use to evaluate theeffect of sulfate content on cement characteristics. Whenever SO3contentof a cement exceeds Table 1 limits, Test Meth

32、od C1038 results provideTABLE 1 Chemical RequirementsCement TypeAApplicableTestMethodIS( 70),IT(PS70)IS($ 70),IT(S$70)IP,IT(P$S)Magnesium oxide (MgO), max, % C114 . . 6.0Sulfate reported as SO3, max, %BC114 3.0 4.0 4.0Sulfide reported as S2-, max, % C114 2.0 2.0 .Insoluble residue, max, % C114 1.0 1

33、.0 .Loss on ignition, max, % C114 3.0 4.0 5.0AThe chemical requirements in this table are applicable to all air-entrained cement equivalents.BIt is permissible to exceed the values in the table for SO3content, provided it has been demonstrated by Test Method C1038 that the cement with the increased

34、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.C595/C595M 112evidence that excessive expansion does not occur at this higher sulfatecontent.4.3.4 Low heat of hydrati

35、on, when desired by the purchaser,shall be specified by adding the suffix (LH) to the typedesignation under 4.1.1.5. Ordering Information5.1 Orders for material under this specification shall includethe following:5.1.1 Specification number,5.1.2 Type or types required,5.1.2.1 Indicate allowable slag

36、 or pozzolan % maximum orminimum, or both, if required.5.1.3 Optional special properties required (see 4.3):5.1.3.1 MS if moderate sulfate resistance is required;5.1.3.2 HS if high sulfate resistance is required;5.1.3.3 MH if moderate heat of hydration is required;5.1.3.4 LH if low heat of hydration

37、 is required;5.1.3.5 A if air entraining is required;5.1.3.6 Accelerating addition, if required;5.1.3.7 Retarding addition, if required;5.1.3.8 Water reducing addition, if required;5.1.3.9 Water reducing and accelerating addition, if re-quired; and5.1.3.10 Water reducing and retarding addition, if r

38、equired.5.1.4 Certification, if desired (see Section 14).NOTE 7It is important to check for availability of various options.Some multiple options are mutually incompatible or unattainable.6. Materials and Manufacture6.1 Blast-Furnace SlagBlast-Furnace slag shall be thenonmetallic product, consisting

39、 essentially of silicates andaluminosilicates of calcium and other bases, that is developedin a molten condition simultaneously with iron in a blastfurnace.6.2 Granulated Blast-Furnace SlagGranulated blast-furnace slag shall be the glassy granular material formed whenmolten blast-furnace slag is rap

40、idly chilled, as by immersion inwater.6.3 Slag CementSee Terminology C219.6.4 Portland CementSee Terminology C219. For pur-poses of this specification, portland cement meeting the re-quirements of Specification C1157 or Specification C150 aresuitable. Portland cement or other hydraulic materials, or

41、 both,containing high free lime are not prohibited from use as long asthe autoclave test limits for the blended cement are met.6.5 Portland Cement ClinkerPortland cement clinkershall be partially fused clinker consisting primarily of hydrau-lic calcium silicates.6.6 PozzolanPozzolan shall be a silic

42、eous or siliceous andaluminous material, which in itself possesses little or nocementitious value but which will, in finely divided form andin the presence of moisture, chemically react with calciumhydroxide at ordinary temperatures to form compounds pos-sessing cementitious properties.6.7 Hydrated

43、LimeHydrated lime used as part of ablended cement shall meet the requirements of SpecificationC821, except that when interground in the production processthere shall be no minimum fineness requirement.6.8 Air-Entraining AdditionWhen air-entraining cementis specified, an addition meeting the requirem

44、ents of Specifi-cation C226 shall be used.6.9 When processing additions are used in the manufactureof cement, they shall have been shown to meet the require-ments of Specification C465 in the amounts used or greater,(see Section 14.2).6.10 When functional additions (used at the sole option ofthe pur

45、chaser) are used they shall have been shown to meet therequirements of Specification C688 when tested with thecement to be used, in the amount used or greater, (see Section14.2).6.11 Other AdditionsThe cement covered by this specifi-cation shall contain no additions except as provided for aboveexcep

46、t that water or calcium sulfate (see Terminology C219),or both, if added, shall be in amounts so that the limits shownin Table 1 for sulfate reported as SO3and loss on ignition arenot exceeded.6.12 Binary Blended CementBinary blended cement shallbe a hydraulic cement consisting of an intimate and un

47、iformblend (see Note 8) produced either by intergrinding portlandcement clinker with a pozzolan or a granulated blast-furnaceslag, or a slag cement, or by blending portland cement with apozzolan or a slag cement, or a combination of intergrindingand blending. Any granulated blast-furnace slag, slag

48、cement,or pozzolan used as an ingredient or addition in portlandcement used to manufacture a binary blended cement shall beincluded in the total amount of those materials reported in 4.2or 14.1. The maximum constituent requirements of 6.14 and6.16 shall apply.6.13 Ternary Blended CementTernary blend

49、ed cementshall be a hydraulic cement consisting of an intimate anduniform blend (see Note 8) produced either by intergrindingportland cement clinker with 1) two different pozzolans, 2)granulated blast-furnace slag or slag cement and a pozzolan; orby blending portland cement with 1) two different pozzolans or2) slag cement and a pozzolan, or 3) a combination ofintergrinding and blending. Any granulated blast-furnace slag,slag cement, or pozzolan used as an ingredient or addition inportland cement used to manufacture a ternary blended cementshall be inc