ASTM C1797-2016e1 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 C1797-2016e1 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 C1797-2016e1 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（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1797 161Standard 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 cas

2、e 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.1NOTEThe designation was corrected editorially in September 2016.1. Scope1.1 This specification applies

3、 to ground calcium carbonate(GCC is a type of ground limestone) and 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,fill

4、ers derived from ground limestone should not be used unlessmitigation 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 deter

5、mined in accordance with Test Method D516 or Test MethodD4130. Percent 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 stand

6、ard designation in Speci-fication E11. The alternative designation 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 (exclud

7、ing those in tables and figures) shall not beconsidered as requirements 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

8、 and determine the applica-bility of regulatory limitations prior to use.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 Products

9、C51 Terminology Relating to Lime and Limestone (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-g

10、regatesC136/C136M Test Method for Sieve Analysis 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 Blen

11、ded Hydraulic Ce-mentsC1580 Test Method for 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

12、for Reagent WaterD4130 Test Method for Sulfate 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 Normal Weight Aggregates.Current edition approved

13、Aug. 1, 2016. Published August 2016. DOI: 10.1520/C1797-16E01.2For 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

14、.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1E11 Specification for Woven Wire Test Sieve Cloth and TestSievesE832 Specification for Laboratory Filter Papers2.2 ACI Documents:3ACI 201.2R Guide to Durable ConcreteACI 318 Building Co

15、de Requirements for Structural Con-crete and CommentaryACI 332 Residential Code Requirements for Structural Con-crete and CommentaryACI 350 Code Requirements for Environmental EngineeringConcrete Structures and CommentaryACI CT-13 Concrete Terminology2.3 Standards of Other Organizations:AASHTO T 330

16、 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 specification, referto Terminology C51 and Terminology C125.3.2 Definitions of Terms Specific to This S

17、tandard: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 chemical and physical requirements.3.2.1.1 DiscussionAMF derived from carbonate or non-carbonate quarried sto

18、ne 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 mechanical and fluidtransport properties of hardened concrete. AMF for use inconcrete may undergo a se

19、ries 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 material consisting predominantly of calcium car-bonate or of the carbonates of calcium and magnesium andme

20、eting specified chemical and physical requirements.3.2.2.1 DiscussionThe series of processing steps likegrinding and classifying that these products undergo, ensureconsistent particle size distribution. Research has demonstratedthat the use of GCC results in improved packing density andthe GCC parti

21、cles 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 of the GCC. See cited References (1-6).54. Classification4.1 Types A and B, which are derived from calci

22、umcarbonates, 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 ofquarried stone, with mineral composition that depend on thestone from which it is derived. The chemical an

23、d 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 divided mineralproduct at least 65% of which passes the 75-m (No. 200) sieve. Thisspecification establishes

24、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 Table1.5.2 The purchaser has the authority to request measurementby a specified method of the chloride

25、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 carbonate content Test Methods C25 or Annex A1.7.2 Methylene Blue Value AASHTO T330 or Test MethodC1777.3Ava

26、ilable 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 TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.o

27、rg.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 $ 70 NASum of CaCO3+ MgCO3, % by mass $ 95 $ 90 NAMethylene blue value (mg/g) # 3 # 5 # 5Total Organic Carb

28、on 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) sieve 90 65Fineness (m2/kg)DReportAReportAReportAMoisture Content (%)Bby mass # 1 # 1 # 1Strength Activity

29、 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.BThe moisture content is listed for materials that can be pneumatically transferred.If material is not pn

30、eumatically 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 effect when used in concrete.DThere is no specification limit but the value is reported to provide informat

31、ion 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 appropriate adjustments can be made to the concretemixtures.C1797 1612NOTE 4The specification values are

32、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 Organic Carbon (TOC) Content SpecificationC595/C595M-15 Annex A3.7.4 Particle Size Distribution (PSD) Test

33、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 orAMF.7.6 Water requirement Test Methods C311/C311M.7.7 Fineness Test Methods C110.7.8 Moisture Content T

34、est 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 of the material shall be made as agreed uponby the purchaser and the supplier as part of the purchase o

35、rderor 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 in writing.10. Packaging and Package Marking10.1 If the product is delivered in packages, the name of

36、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 packaged or bulk material.11. Certification11.1 If specified in the purchase order or contract, thepurchaser s

37、hall furnish certification that samples representingeach lot have been tested as directed in this specification andthe specified requirements have been met. When specified inthe purchase order or contract, a report of the test results shallbe furnished.12. Manufacturers Statement12.1 At the request

38、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 mineral filler; ground calcium carbonate;hydraulic cement concrete; limestone; mineral fillerANNEX(Mandatory Inform

39、ation)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 dolomitic limestone.A1.1.2 The standard test method uses classical gravimetricand volumetric analytical procedures an

40、d 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 does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of

41、 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 Pulverized Limestone Association Test Method 4-70A1.3. Significance and UseA1.3.1 This test method provides analyti

42、cal procedures todetermine the major chemical constituents of limestone (seeNote 1). The percentages of specific constituents that deter-mine 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 sp

43、ecification requirements.NOTE A1.1This test method can be applied to other calcareousmaterials if provisions are made to compensate for known 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 i

44、t may be a constant-load, direct-reading type. It shallbe capable of reproducing weighings within 0.0002 g with anaccuracy of 60.0002 g.A1.4.2 Glassware and Laboratory ContainersStandardvolumetric flasks, burets, pipets, dispensers, etc. should be ofprecision grade or better (ClassA). Polyethylene c

45、ontainers arerecommended for all aqueous solutions of alkalies and forstandard solutions where the presence of dissolved silica oralkali from the glass would be objectionable.C1797 1613A1.4.3 Filter PaperFilter paper shall conform to therequirements of Specification E832, Type II, Quantitative,Class

46、 F.A1.5. ReagentsA1.5.1 Purity of ReagentsReagent grade chemicals shallbe used in all tests. Unless otherwise indicated, it is intendedthat all reagents conform to the specifications of the Committeeon Analytical Reagents of the American Chemical Society ifsuch specifications are available.6Other gr

47、ades 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 o

48、r II of Specification D1193.A1.5.3 Ethylenediaminetetraacetic Acid, EDTADissolve18 g of Disodium EDTA in 1 L of water.A1.5.4 Potassium hydroxide, KOHDissolve 56 g of KOHin 1 L of water.A1.5.5 Ammonia BufferDissolve 66 g of ammoniumchloride, NH4Cl, in 300 mL water ina2Lbeaker.Add 560 mLammonium hydro

49、xide, NH4OH. Transfer to a 1000 mL volu-metric flask and make up to volume with water.A1.5.6 Calcium Carbonate, CaCO3ACS grade, 99.95 100.05% purity.A1.5.7 Dilute Hydrochloric AcidDilute 1 part of concen-trated HCl (12N) into 4 parts of water.A1.5.8 Hydroxy napthol blue indicator.A1.5.9 Calmagite (1-(1-hydroxy-4-methyl-2-phenylazo)-2-napthol-4-sulfonic acid) indicator.A1.6 Standardization of the EDTA Titration SolutionA1.6.1 Weigh out two samples of ACS grade CaCO3into600-mL beakers. Use 0.200 g. Record mass of each sample.A1.6.2 Add