ASTM C595 C595M-2009 Standard Specification for Blended Hydraulic Cements.pdf

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1、Designation: C 595/C 595M 09Standard Specification forBlended Hydraulic Cements1This standard is issued under the fixed designation C 595/C 595M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number i

2、n parentheses 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 b

3、oth general and special applications, using slag or poz-zolan, or both, with portland cement or portland cement clinkeror slag with lime.NOTE 1This specification prescribes ingredients and proportions,with some performance requirements whereas Performance SpecificationC 1157 is a hydraulic cement sp

4、ecification 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 independent

5、ly of 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 1

6、0, of 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

7、requirements ofthe standard.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)C114 Test Methods for Chemical Analysis of HydraulicCementC 150 Specification for Portland CementC 151 Test Method f

8、or Autoclave Expansion of HydraulicCementC 157/C 157M Test Method for Length Change of Hard-ened Hydraulic-Cement Mortar and ConcreteC 183 Practice for Sampling and the Amount of Testing ofHydraulic CementC 185 Test Method for Air Content of Hydraulic CementMortarC 186 Test Method for Heat of Hydrat

9、ion of HydraulicCementC 187 Test Method for Normal Consistency of HydraulicCementC 188 Test Method for Density of Hydraulic CementC 191 Test Methods for Time of Setting of HydraulicCement by Vicat NeedleC 204 Test Methods for Fineness of Hydraulic Cement byAir-Permeability ApparatusC 219 Terminology

10、 Relating to Hydraulic CementC 226 Specification for Air-Entraining Additions for Use inthe Manufacture of Air-Entraining Hydraulic CementC 227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mortar-Bar Method)C 265 Test Method for Water-Extractable Sulfate in Hy-drated

11、Hydraulic Cement MortarC311 Test Methods for Sampling and Testing Fly Ash orNatural Pozzolans for Use in Portland-Cement ConcreteC 430 Test Method for Fineness of Hydraulic Cement bythe 45-m (No. 325) SieveC 465 Specification for Processing Additions for Use in theManufacture of Hydraulic CementsC 5

12、63 Test Method for Approximation of Optimum SO3inHydraulic Cement Using Compressive StrengthC 688 Specification for Functional Additions for Use inHydraulic CementsC 821 Specification for Lime for Use with PozzolansC 1012 Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate

13、 Solution1This 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 June 15, 2009. Published July 2009. Originallyapproved in 1967. Last previous e

14、dition approved in 2008 as C 595 08a.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 ASTM website.1*A Summary of Changes s

15、ection appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.C 1157 Performance Specification for Hydraulic CementIEEE/ASTM SI 10 Standard for Use of the InternationalSystem of Units (SI): the Modern Metr

16、ic System3. Terminology3.1 DefinitionsThe terms used in this specification aredefined in Terminology C 219, 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.3.1.2 ternary blended cement, na b

17、lended 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 indicated.4.1.1 Blended hydraulic c

18、ements 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 the type designation under4.1

19、.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 the suffixes (AX) and (BY) to t

20、he 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 targeted percentage by mass of c

21、onstituent 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, the orderis interchangeable.NOTE 2Examples of the naming practice per 4.2.1 and 4.3 are shownbelow (all percentages by mass)

22、:Binary blended cement with 80 % portland cement and 20 % slagcement = IS(20).Binary blended cement with 85 % portland cement and 15 % pozzolan= IP(15).Ternary blended cement with 70 % portland cement, 20 % slag cementand 10 % pozzolan = IT(S20)(P10).Ternary blended cement with 65 % portland cement,

23、 25 % of onepozzolan and 10 % of another pozzolan = IT(P25)(P10).4.2.3 A simplified naming practice is used in this standardfor practicality 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 c

24、ementswhen requirements are applicable to only one constituentwithin a specific range (%). (See Note 3)NOTE 3Examples of the simplified naming 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

25、 of 3 % appliesto: binary blended cements with slag cement contents S)Magnesium oxide (MgO), max, % C114 . . 6.0Sulfate reported as SO3, max, %CC114 3.0 4.0 4.0Sulfide reported as S2-, max, % C114 2.0 2.0 .Insoluble residue, max, % C114 1.0 1.0 .Loss on ignition, max, % C114 3.0 4.0 5.0AThe chemical

26、 requirements in this table are applicable to all air-entrained cement equivalents.BThe requirements of Type IT(PS) shall apply to ternary blended cements with equal pozzolan and slag cement contents.CWhen it has been demonstrated by Test Method C 563 that the optimum SO3exceeds a value 0.5 % less t

27、han the specification limit, an additional amount of SO3ispermissible provided that, when the cement with the additional calcium sulfate is tested by Test Method C 265, the calcium sulfate in the hydrated mortar at 24 614 h,expressed as SO3, does not exceed 0.50 g/L. When the manufacturer supplies c

28、ement under this provision, he will, upon request, supply supporting data to the purchaser.C 595/C 595M 0925. 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 or poz

29、zolan % 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 is req

30、uired;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 required

31、.5.1.4 Certification, if desired (see Section 14).NOTE 6It 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 essent

32、ially 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 rapidly ch

33、illed, as by immersion inwater.6.3 Slag CementSee Terminology C 219.6.4 Portland CementSee Terminology C 219. For pur-poses of this specification, portland cement meeting the re-quirements of Specification C 1157 or Specification C 150 aresuitable. Portland cement or other hydraulic materials, or bo

34、th,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 siliceou

35、s 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 Lim

36、eHydrated lime used as part of ablended cement shall meet the requirements of SpecificationC 821, 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 requiremen

37、ts of Specifi-cation C 226 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 C 465 in the amounts used or greater,(see Section 14.2).6.10 When functional additions (used at the sole option ofthe pur

38、chaser) are used they shall have been shown to meet therequirements of Specification C 688 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 aboveexce

39、pt that water or calcium sulfate (see Terminology C 219),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

40、uniformblend (see Note 7) 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. The maximum constituent requirements o

41、f 6.14and 6.16 shall apply.6.13 Ternary Blended CementTernary blended cementshall be a hydraulic cement consisting of an intimate anduniform blend (see Note 7) produced either by intergrindingportland cement clinker with 1) two different pozzolans, 2)granulated blast-furnace slag or slag cement and

42、a pozzolan; orby blending portland cement with 1) two different pozzolans or2) slag cement and a pozzolan, or 3) a combination ofintergrinding and blending. The maximum constituent require-ments of 6.14 and 6.16 shall apply.6.14 Portland Blast-Furnace Slag CementPortland blast-furnace slag cement sh

43、all be a hydraulic cement in which theslag cement constituent is up to 95 % by mass of the blendedcement. Binary or ternary blended cement with a slag cementcontent equal to or exceeding 70 % by mass, is permitted tocontain hydrated lime.NOTE 7The attainment of an intimate and uniform blend of two o

44、rmore types of fine materials is difficult. Consequently, adequate equipmentand controls must be provided by the manufacturer. The purchasers shouldassure themselves of the adequacy of the blending operation.6.15 Air-Entraining Portland Blast-Furnace Slag CementAir-entraining portland blast-furnace

45、slag cement shall beportland blast-furnace slag cement to which sufficient air-entraining addition has been added so that the resulting productcomplies with the air content of mortar requirements.6.16 Portland-Pozzolan CementPortland-pozzolan ce-ment shall be a hydraulic cement in which the pozzolan

46、constituent is up to 40 % by mass of the blended cement.6.17 Air-Entraining Portland-Pozzolan CementAir-entraining portland-pozzolan cement shall be portland-pozzolan cement to which sufficient air-entraining addition hasbeen added so that the resulting product complies with the aircontent of mortar

47、 requirements.C 595/C 595M 0937. Chemical Composition7.1 Cement of the type specified shall conform to theapplicable chemical requirements prescribed in Table 1.7.2 If the purchaser has requested the manufacturer to statein writing the composition of the blended cement purchased,the composition of t

48、he cement furnished shall conform to thatshown in the statement within the following tolerances (seeNote 8).Tolerance, 6 %Silicon dioxide (SiO2)3Aluminum oxide (Al2O3)2Calcium oxide (CaO) 3NOTE 8This means that if the manufacturers statement of thecomposition says“ SiO2: 32 %,” the cement when analy

49、zed, shall be foundto contain between 29 and 35 % SiO2.8. Physical Properties8.1 Blended CementBlended cement of the type specifiedshall conform to the applicable physical requirements pre-scribed in Table 2.8.2 Pozzolan or SlagPozzolan or granulated blast-furnaceslag or slag cement that is to be blended with cement shall betested in the same state of subdivision as that in which it is tobe blended. Pozzolan shall conform to the fineness requirementand the activity index requirement of Table 3. Slag cement thatis to be used for portland blas