ASTM C1797-2017 Standard Specification for Ground Calcium Carbonate and Aggregate Mineral Fillers for use in Hydraulic Cement Concrete《水硬水泥混凝土使用重质碳酸钙和骨料矿物填料的标准规格》.pdf

《ASTM C1797-2017 Standard Specification for Ground Calcium Carbonate and Aggregate Mineral Fillers for use in Hydraulic Cement Concrete《水硬水泥混凝土使用重质碳酸钙和骨料矿物填料的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1797-2017 Standard Specification for Ground Calcium Carbonate and Aggregate Mineral Fillers for use in Hydraulic Cement Concrete《水硬水泥混凝土使用重质碳酸钙和骨料矿物填料的标准规格》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1797 17Standard Specification forGround Calcium Carbonate and Aggregate Mineral Fillersfor use in Hydraulic Cement Concrete1This standard is issued under the fixed designation C1797; the number immediately following the designation indicates the year oforiginal adoption or, in the case

2、 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. Scope*1.1 This specification applies to ground calcium carbonate(GCC is a type of ground limestone) a

3、nd other finely dividedaggregate mineral filler (AMF) materials for use in concretemixtures. The specification defines the types of GCC and AMFmaterials for use in concrete.1.2 If concrete in service is subject to sulfate exposure,fillers derived from ground limestone should not be used unlessmitiga

4、tion methods are used.NOTE 1American Concrete Institute (ACI) technical documents201.2R, 318, 332, and 350 contain useful information and code require-ments dealing with sulfate exposure in service. Soluble sulfate in watercan be determined in accordance with Test Method D516 or Test MethodD4130. Pe

5、rcent sulfate by mass in soil can be determined by Test MethodC1580.1.3 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.NOTE 2Sieve size is identified by its standard designation in Speci-fication E11. The alternative designatio

6、n given in parentheses is forinformation only and does not represent a different standard sieve size.1.4 The text of this standard references notes and footnotes,which provide explanatory information. These notes and foot-notes (excluding those in tables and figures) shall not beconsidered as requir

7、ements of the standard.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior

8、 to use.1.6 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBar

9、riers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C25 Test Methods for Chemical Analysis of Limestone,Quicklime, and Hydrated LimeC50/C50M Practice for Sampling, Sample Preparation,Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limes

10、tone (as usedby the Industry)C110 Test Methods for Physical Testing of Quicklime,Hydrated Lime, and LimestoneC117 Test Method for Materials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by WashingC125 Terminology Relating to Concrete and Concrete Ag-gregatesC136/C136M Test Method for Sieve An

11、alysis of Fine andCoarse AggregatesC311/C311M Test Methods for Sampling and Testing FlyAsh or Natural Pozzolans for Use in Portland-CementConcreteC566 Test Method for Total Evaporable Moisture Content ofAggregate by DryingC595/C595M-15 Specification for Blended Hydraulic Ce-mentsC1580 Test Method fo

12、r Water-Soluble Sulfate in SoilC1777 Test Method for Rapid Determination of the Methyl-ene Blue Value for FineAggregate or Mineral Filler Usinga ColorimeterD75/D75M Practice for Sampling AggregatesD516 Test Method for Sulfate Ion in WaterD1193 Specification for Reagent WaterD4130 Test Method for Sul

13、fate Ion in Brackish Water,Seawater, and Brines1This specification is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.20 on Aggregates.Current edition approved Dec. 1, 2017. Published January 2018. Originallyapproved

14、 in 2016. Last previous edition approved in 2016 as C1797161. DOI:10.1520/C1797-17.2For 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 pa

15、ge onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles o

16、n standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1E11 Specification for Woven Wire Test Sieve Cloth and TestSievesE832 Specification

17、 for Laboratory Filter Papers2.2 ACI Documents:3ACI 201.2R Guide to Durable ConcreteACI 318 Building Code Requirements for Structural Con-crete and CommentaryACI 332 Residential Code Requirements for Structural Con-crete and CommentaryACI 350 Code Requirements for Environmental EngineeringConcrete S

18、tructures and CommentaryACI CT-13 Concrete Terminology2.3 Standards of Other Organizations:AASHTO T 330 Method of Test for the Quantitative Detec-tion of Harmful Clays of the Smectite Group in Aggre-gates Using Methylene Blue43. Terminology3.1 Definitions:3.1.1 For definitions of terms used in this

19、specification, referto Terminology C51 and Terminology C125.3.2 Definitions of Terms Specific to This Standard:3.2.1 aggregate mineral filler (AMF), na finely dividedinorganic material derived from quarried stone, for use as aningredient in hydraulic cementitious mixtures and meetingspecified chemic

20、al and physical requirements.3.2.1.1 DiscussionAMF derived from carbonate or non-carbonate quarried stone are finely divided particulate matterthat have been shown to be effective in improving the particlepacking and rheological characteristics of fresh concrete. Insome cases, enhancement is seen in

21、 mechanical and fluidtransport properties of hardened concrete. AMF for use inconcrete may undergo a series of processing steps such asscreening, grinding, classifying and drying as needed to meetrequirements of this specification.3.2.2 ground calcium carbonate (GCC), na finely dividedinorganic mate

22、rial consisting predominantly of calcium car-bonate or of the carbonates of calcium and magnesium andmeeting specified chemical and physical requirements.3.2.2.1 DiscussionThe series of processing steps likegrinding and classifying that these products undergo, ensureconsistent particle size distribu

23、tion. Research has demonstratedthat the use of GCC results in improved packing density andthe GCC particles provide nucleation sites that increase the rateof hydration of hydraulic cementitious materials. The effect ofhydration is also influenced by the particle size distribution(PSD) and fineness o

24、f the GCC. See cited References (1-6).54. Classification4.1 Types A and B, which are derived from calciumcarbonates, are ground products from quarried stone. Thechemical and physical properties shall comply with the require-ments in Table 1.4.2 Type C is typically a byproduct from the crushing ofqua

25、rried stone, with mineral composition that depend on thestone from which it is derived. The chemical and physicalproperties shall comply with the requirements of Table 1.4.3 The Type classification shall be stated by the supplier ofthe product.NOTE 3ACI CT-13 defines mineral filler as a finely divid

26、ed mineralproduct at least 65 % of which passes the 75-m (No. 200) sieve. Thisspecification establishes requirements for GCC and AMF materials thatmeet this definition.5. General Requirements5.1 The chemical and physical requirements for Type A,Type B, and Type C shall conform to the requirements in

27、 Table1.5.2 The purchaser has the authority to request measurementby a specified method of the chloride ion content of thematerial.6. Sampling6.1 Obtain a sample from each lot for testing in accordancewith Practice C50/C50M or Practice D75/D75M.7. Test Methods7.1 Calcium carbonate and magnesium carb

28、onate content Test Methods C25 or Annex A1.7.2 Methylene Blue Value AASHTO T330 or Test MethodC1777.3Available from American Concrete Institute (ACI), 38800 Country Club Dr.,Farmington Hills, MI 48331-3439, http:/www.concrete.org.4Available from American Association of State Highway and Transportati

29、onOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.5The boldface numbers in parentheses refer to the list of references at the end ofthis standard.TABLE 1 Chemical and Physical RequirementsParameter Type A Type B Type CCaCO3, % by mass $ 92 $ 7

30、0 NASum of CaCO3+ MgCO3, % by mass $ 95 $ 90 NAMethylene blue value (mg/g) # 3 # 5 # 5Total Organic Carbon Content % by mass # 0.5 # 0.5 # 0.5Particle size distribution, minimum % by mass passing300-m (No. 50) sieve 100 100 100150-m (No.100) sieve 100 8575-m (No. 200) sieve 95 70 6545-m (No. 325) si

31、eve 90 65Fineness (m2/kg)DReportAReportAReportAMoisture Content (%)Bby mass # 1 # 1 # 1Strength Activity Index, % of control at 28dC$ 75 $ 75 $ 75Water Requirement, maximum % by mass ofcontrol120 120 120AThe purchaser has the authority to approve a change in the fineness or to adda range if needed.B

32、The moisture content is listed for materials that can be pneumatically transferred.If material is not pneumatically transferred, then the purchaser can waive themoisture content requirement.CThe purpose of testing the Strength Activity Index is to evaluate whether thematerial has any detrimental eff

33、ect when used in concrete.DThere is no specification limit but the value is reported to provide information tothe purchaser. The proportioning of a concrete mixture may be dependent on thefineness of the material to be used. If there is a change in fineness, the purchasershould be notified so that a

34、ppropriate adjustments can be made to the concretemixtures.C1797 172NOTE 4The specification values are based on testing research usingAASHTO T330 while ASTM C1777 was under development. Datacomparison between AASHTO T330 and C1777 will be made whensufficient data sets become available.7.3 Total Orga

35、nic Carbon (TOC) Content SpecificationC595/C595M-15 Annex A3.7.4 Particle Size Distribution (PSD) Test Method C110 forTypes A and B. Test Method C136/C136M and Test MethodC117 for Type C.7.5 Strength Activity Index Test Methods C311/C311Mreplacing the mass of pozzolan in the test mixture with GCC or

36、AMF.7.6 Water requirement Test Methods C311/C311M.7.7 Fineness Test Methods C110.7.8 Moisture Content Test Methods C25 or Test MethodC566.8. Storage and Inspection8.1 Store the product in such a manner as to permit easyaccess for proper inspection and identification of each ship-ment.8.2 Inspection

37、of the material shall be made as agreed uponby the purchaser and the supplier as part of the purchase orderor contract.9. Rejection9.1 The purchaser has the right to reject material that fails toconform to the requirements of this specification. Rejectionshall be reported to the producer or supplier

38、 in writing.10. Packaging and Package Marking10.1 If the product is delivered in packages, the name of themanufacturer, Type, and the mass of the material containedtherein shall be plainly marked on each package. Similarinformation shall be provided in the shipping invoices accom-panying the package

39、d or bulk material.11. Certification11.1 If specified in the purchase order or contract, thepurchaser shall be furnished certification that samples repre-senting each lot have been tested as directed in this specifica-tion and the specified requirements have been met. Whenspecified in the purchase o

40、rder or contract, a report of the testresults shall be furnished.12. Manufacturers Statement12.1 At the request of the purchaser, the manufacturer shallstate in writing the mineral origin, nature, amount, and type ofany processing or other additions made to the product.13. Keywords13.1 aggregate min

41、eral filler; ground calcium carbonate;hydraulic cement concrete; limestone; mineral fillerANNEX(Mandatory Information)A1. CHEMICAL ANALYSIS OF CALCIUM AND MAGNESIUM CARBONATES IN GROUND LIMESTONEBY EDTA TITRATIONA1.1 ScopeA1.1.1 This test method covers the chemical analysis ofhigh-calcium and dolomi

42、tic limestone.A1.1.2 The standard test method uses classical gravimetricand volumetric analytical procedures and are typically requiredfor referee analyses if conformance with chemical specificationrequirements is part of contractual agreement between pur-chaser and producer.A1.1.3 This standard doe

43、s not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.A1.2 Referenced DocumentsA1.2.1 ASTM

44、 Standards:2D1193 Specification for Reagent WaterE832 Specification for Laboratory Filter PapersA1.3. Significance and UseA1.3.1 This test method provides analytical procedures todetermine the major chemical constituents of limestone (seeNote 1). The percentages of specific constituents that deter-m

45、ine a materials quality or fitness for use are of significancedepending upon the purpose or end use of the material. Resultsobtained may be used in relation to specification requirements.NOTE A1.1This test method can be applied to other calcareousmaterials if provisions are made to compensate for kn

46、own interferences.A1.4. ApparatusA1.4.1 BalanceThe balance shall be of an analytical typewith a capacity not to exceed 200 g. It may be of conventionaldesign or it may be a constant-load, direct-reading type. It shallbe capable of reproducing weighings within 0.0002 g with anaccuracy of 60.0002 g.A1

47、.4.2 Glassware and Laboratory ContainersStandardvolumetric flasks, burets, pipets, dispensers, etc. should be ofC1797 173precision grade or better (ClassA). Polyethylene containers arerecommended for all aqueous solutions of alkalies and forstandard solutions where the presence of dissolved silica o

48、ralkali from the glass would be objectionable.A1.4.3 Filter PaperFilter paper shall conform to therequirements of Specification E832, Type II, Quantitative,Class F.A1.5. ReagentsA1.5.1 Purity of ReagentsReagent grade chemicals shallbe used in all tests. Unless otherwise indicated, it is intendedthat

49、 all reagents conform to the specifications of the Committeeon Analytical Reagents of the American Chemical Society ifsuch specifications are available.6Other grades may be used,provided it is first ascertained that the reagent is of sufficientlyhigh purity to permit its use without lessening the accuracy ofthe determination.A1.5.2 Purity of WaterUnless otherwise indicated, refer-ences to water shall be understood to mean reagent water asdefined by Type I or II of Specification D1193.A1.5.3 Ethylenediaminetetraacetic Acid, EDTADissolve18 g of