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ASTM C25-2006石灰石,生石灰和熟石灰化学分析的标准试验方法

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ASTM C25-2006石灰石,生石灰和熟石灰化学分析的标准试验方法 Designation: C 25 – 06 Standard Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime1 This standard is issued under the fixed designation C 25; the number immediately following the designation indicates the year of original adoption or, i...
ASTM C25-2006石灰石,生石灰和熟石灰化学分析的标准试验方法
Designation: C 25 – 06 Standard Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime1 This standard is issued under the fixed designation C 25; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) 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 These test methods cover the chemical analysis of high-calcium and dolomitic limestone, quicklime, and hy- drated lime. These test methods are classified as either standard (preferred) or alternative (optional). 1.2 The standard test methods are those that employ classi- cal gravimetric or volumetric analytical procedures and are typically those required for referee analyses where chemical specification requirements are an essential part of contractual agreement between buyer and seller. 1.3 Alternative or optional test methods are provided for those who wish to use procedures shorter or more convenient than the standard methods for the routine determinations of certain constituents. Optional test methods may sometimes be preferred to the standard test methods, but frequently the use of modern and expensive instrumentation is indicated which may not be accessible to everyone. Therefore, the use of these test methods must be left to the discretion of each laboratory. 1.4 The analytical procedures appear in the following order: Section Aluminum Oxide 15 Available Lime Index 28 Calcium and Magnesium Oxide: Alternative EDTA Titration Method 31 Calcium Carbonate Equivalent 33 Calcium Oxide: Gravimetric Method 16 Volumetric Method 17 Carbon Dioxide by Standard Method 22 Combined Oxides of Iron and Aluminum 12 Ferrous Iron Appendix X5 Free Calcium Oxide Appendix X6 Free Moisture in Hydrated Lime 21 Free Moisture in Limestone 20 Free Silica 29 Insoluble Matter Including Silicon Dioxide: Standard Method 8 Optional Perchloric Acid Method 9 Insoluble Matter Other Than Silicon Diox- ide 11 Loss on Ignition 19 Magnesium Oxide 18 Manganese: Bismuthate Method Appendix X4 Periodate (Photometric) Method 27 pH Determination of Alkaline Earth Solu- tions 34 Phosphorus: Titrimetric Method Appendix X3 Molybdovanadate Method 26 Silicon Dioxide 10 Strontium Oxide Appendix X2 Sulfur Trioxide 23 Total Carbon: Direct Combustion-Thermal Conductiv- ity Cell Method 32 Total Carbon and Sulfur: Combustion/Infrared Detection Method 35 Total Iron: Standard Method, Potassium Dichro- mate Titration 13 Potassium Permanganate Titration Method Appendix X1 Ortho-Phenanthroline, Photometric Method 14 Total Sulfur: Sodium Carbonate Fusion 24 Combustion-Iodate Titration Method 25 Unhydrated Oxides 30 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility 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. For specific precautionary statements, see 9.3, 10.2.1, 18.4.3, 31.6.4.2, X2.3.1, and X5.4.1.1. 2. Referenced Documents 2.1 ASTM Standards: 2 C 50 Practice for Sampling, Sample Preparation, Packag- ing, and Marking of Lime and Limestone Products C 51 Terminology Relating to Lime and Limestone (as used by the Industry) C 911 Specification for Quicklime, Hydrated Lime, and Limestone for Chemical and Industrial Uses 1 These test methods are under the jurisdiction of ASTM Committee C07 on Lime and are the direct responsibility of Subcommittee C07.05 on Chemical Tests. Current edition approved Feb. 15, 2006. Published March 2006. Originally approved in 1919. Last previous edition approved in 1999 as C 25–99. 2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website. 1 Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Copyright by ASTM Int'l (all rights reserved); Fri Sep 12 03:56:11 EDT 2008 Downloaded/printed by Dalian Univ of Technology pursuant to License Agreement. No further reproductions authorized. D 1193 Specification for Reagent Water E 29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications E 50 Practices for Apparatus, Reagents, and Safety Consid- erations for Chemical Analysis of Metals, Ores, and Related Materials E 70 Test Method for pH of Aqueous Solutions With the Glass Electrode E 173 Practice for Conducting Interlaboratory Studies of Methods for Chemical Analysis of Metals 3 E 200 Practice for Preparation, Standardization, and Stor- age of Standard and Reagent Solutions for Chemical Analysis E 691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method E 832 Specification for Laboratory Filter Papers 3. Terminology 3.1 Definitions—Unless otherwise specified, for definitions of terms used in these test methods refer to Terminology C 51. 4. Significance and Use 4.1 These test methods provide accurate and reliable ana- lytical procedures to determine the chemical constituents of limestone, quicklime, and hydrated lime (See Note 1). The percentages of specific constituents which determine a materi- al’s quality or fitness for use are of significance depending upon the purpose or end use of the material. Results obtained may be used in relation to specification requirements. 4.2 Because quicklime and hydrated lime quickly absorb water and carbon dioxide from the air, precision and bias are extremely dependent upon precautions taken during sample preparation and analysis to minimize excessive exposure to ambient conditions. NOTE 1—These test methods can be applied to other calcareous materials if provisions are made to compensate for known interferences. 5. General Apparatus and Materials and Reagents 5.1 General Apparatus and Materials: 5.1.1 Balance—The balance shall be of an analytical type with a capacity not to exceed 200 g. It may be of conventional design or it may be a constant-load, direct-reading type. It shall be capable of reproducing weighings within 0.0002 g with an accuracy of 6 0.0002 g. Rapid weighing devices that may be provided such as a chain, damper, or heavy riders shall not increase the basic inaccuracy by more than 0.0001 g at any reading and with any load within the rated capacity of the balance. 5.1.2 Weights—Weights used for analysis shall conform to Class S-1 requirements of the National Institute of Standards and Technology as described in NIST Circular 547.4 They shall be checked at least once a year or when questioned, and adjusted to within allowable tolerances for Class S-1 weights. All new sets of weights purchased shall have the weights of 1 g and larger made of stainless steel or other corrosion-resistant alloy not requiring protective coating and shall meet the density requirements for Class S. 5.1.3 Glassware and Laboratory Containers—Standard volumetric flasks, burets, pipets, dispensers, etc., shall be carefully selected precision grade or better and shall be calibrated, if necessary, to meet the requirements of each operation. Standard-type interchangeable ground glass or TFE- fluorocarbon joints are recommended for all volumetric glass- ware. Polyethylene containers are recommended for all aque- ous solutions of alkalies and for standard solutions where the presence of dissolved silica or alkali from the glass would be objectionable. 5.1.4 Desiccators—Desiccators shall be provided with a good desiccant such as anhydrous magnesium perchlorate, activated alumina, sulfuric acid, or phosphoric anhydride. Anhydrous calcium sulfate may also be used provided it has been treated with a color-changing indicator to show when the desiccant has lost its effectiveness. Calcium chloride and silica gel are not satisfactory desiccants for this type of analysis. 5.1.5 Filter Paper—Filter paper shall conform to the re- quirements of Specification E 832, Type II (quantitative). Class E shall be used for coarse and gelatinous precipitates. When medium-textured paper is required, Class F filter paper shall be used. When a retentive paper is needed, Class G shall be used. Recommendations: Class Filter Pore Size (microns) Filter Speed E 20 to 25 fast speed F 8 medium speed G 2.5 slow speed 5.1.6 Crucibles—Platinum crucibles and tight fitting lids should preferably be made of pure unalloyed platinum and be of 25 to 35-mL capacity. Where alloyed platinum is used for greater stiffness or to obviate sticking of fused material to crucible or lid, the alloyed platinum should not decrease in weight by more than 0.2 mg when heated at 1200 °C for 1 h. 5.1.7 Muffle Furnace—The electric muffle furnace should be capable of continuous operation up to 1000 °C and be capable of intermittent operation at higher temperatures if required. It should have an indicating pyrometer accurate to 6 25 °C. 5.2 Reagents: 5.2.1 Purity of Reagents—Reagent grade chemicals shall be used in all tests. Unless otherwise indicated, it is intended that all reagents shall conform to the specifications of the Commit- tee on Analytical Reagents of the American Chemical Society5 where such specifications are available. Other grades may be used provided it is first ascertained that the reagent is of sufficiently high purity to permit its use without lessening the accuracy of the determination. In addition to this, it is desirable in many cases for the analyst to ensure the accuracy of his results by running blanks or checking against a comparable sample of known composition. 3 Withdrawn. 4 Available from National Institute of Standards and Technology (NIST), 100 Bureau Dr., Stop 3460, Gaithersburg, MD 20899-3460. 5 Reagent Chemicals, American Chemical Society Specifications, American Chemical Society, Washington, DC. For suggestions on the testing of reagents not listed by the American Chemical Society, see Analar Standards for Laboratory Chemicals, BDH Ltd., Poole, Dorset, U.K., and the United States Pharmacopeia and National Formulary, U.S. Pharmacopeia Convention, Inc. (USPC), Rockville, MD. C 25 – 06 2 Copyright by ASTM Int'l (all rights reserved); Fri Sep 12 03:56:11 EDT 2008 Downloaded/printed by Dalian Univ of Technology pursuant to License Agreement. No further reproductions authorized. 5.2.2 Purity of Water—Unless otherwise indicated, refer- ences to water are understood to mean distilled water or other water of equivalent purity. Water conforming to Specification D 1193 meets these requirements. 5.2.3 Concentration of Reagents: 5.2.3.1 Concentrated Acids and Ammonium Hydroxide— When acids and ammonium hydroxide are specified by name or chemical formula only, it shall be understood that concen- trated reagents approximating the following specific gravities or concentrations are intended: Acetic acid (HC2H3O2) 99.5 % Hydrochloric acid (HCl) sp gr 1.19 Hydrofluoric acid (HF) 48 % Nitric acid (HNO3) sp gr 1.42 Perchloric acid (HClO4) 70 % Phosphoric acid (H3PO4) 85 % Sulfuric acid (H2SO4) sp gr 1.84 Ammonium hydroxide (NH4OH) sp gr 0.90 5.2.3.2 Dilute Reagents—The concentration of dilute acids and NH4OH except when standardized, are specified as a ratio stating the number of measured volumes of the concentrated reagent to be diluted with a given number of measured volumes of water. In conformance with international practice, new and revised methods will use the “plus” designation instead of the ratio (:) symbol as the specified designation of dilution; for example, H2SO4(5 + 95) means 5 volumes of concentrated H2SO4(sp gr 1.84) diluted with 95 volumes of water. 5.2.3.3 Standard Solutions—Concentrations of standard so- lutions shall be expressed as normalities (N) or as equivalents in grams per millilitre of the component to be determined, for example: 0.1 N K2Cr2O7 solution (1 mL = 0.004 g Fe2O3). The average of at least three determinations shall be used for all standardizations. The standardization used to determine the strength of the standard solutions is described in the text under each of the appropriate procedures. 6. General Procedures 6.1 Sampling—Samples of lime and limestone for chemical analysis shall be taken and prepared in accordance with the requirements of Practice C 50 applicable to the material to be tested. 6.2 Tared or Weighed Crucibles—The tare weight of cru- cibles shall be determined by preheating the empty crucible to constant weight at the same temperature and under the same conditions as shall be used for the final ignition of a residue and cooling in a desiccator for the same period of time used for the crucible containing the residue. 6.3 Constancy of Weight of Ignited Residue—To definitely establish the constancy of weight of the ignited residue, the residue and container shall be ignited at the specified tempera- ture and time, cooled to room temperature in a desiccator, and weighed. The residue and container shall then be reheated for at least 30 min at the same temperature, cooled in a desiccator for the same period of time, and reweighed. Additional ignition periods may be required until two consecutive weights do not differ by more than 0.2 mg, at which time it shall be considered that constant weight has been attained. For ignition loss, each reheating period shall be 5 min. 6.4 Calculation: 6.4.1 The calculations included in the individual procedures sometimes assume that the exact weight specified has been used. Accurately weighed samples which are approximately but not exactly equal to the weight specified may be used provided appropriate corrections are made in the calculation. Unless otherwise stated, weights of all samples and residues should be recorded to the nearest 0.0001 g. 6.4.2 In all mathematical operations on a set of observed values, the equivalent of two more places of figures than in the single observed values shall be retained. For example, if observed values are read or determined to the nearest 0.1 mg, carry numbers to the nearest 0.001 mg in calculation. 6.5 Rounding Figures—Rounding figures to the nearest significant place required in the report should be done after the calculations are completed, in order to keep the final results free from calculation errors. The rounding procedure should follow the principle outlined in Practice E 29. 7. Performance Requirements for Test Methods 7.1 Referee Analyses—The reference test methods that ap- pear in Sections 8 through 32, or any other test methods qualified in accordance with 7.3, are required for referee analysis in those cases where conformance to the requirements of a chemical specification are questioned. In these cases a limestone, quicklime, or hydrated lime shall not be rejected for failure to conform to chemical requirements unless all sample preparation and analysis of any one constituent is made entirely by reference test methods prescribed in the appropriate sections of this test method or by other qualified test methods. Excep- tion can be made when specific test methods are prescribed in the standard specification for the limestone, quicklime, or hydrated lime in question. The test methods actually used for the analysis shall be designated. 7.1.1 When there is a question regarding acceptance, referee analyses shall be made in duplicate. If the two results do not agree within the permissible variation given in Table 1, the determination including sample preparation shall be repeated TABLE 1 Maximum Permissible Variations in ResultsA (Column 1) Constituent (Column 2) Maximum Difference Between Duplicates (Column 3) Maximum Difference of the Average of Duplicates from SRM Certificate ValuesB Al as Al2O3 0.20 6 0.30 Ca as CaO 0.20 6 0.30 Mg as MgO 0.20 6 0.30 C (lime and hydrated lime) 0.20 6 0.30 C (limestone) 0.60 6 0.60 Fe as Fe2O3 0.10 6 0.15 Si as SiO2 0.15 6 0.30 Mn 0.05 6 0.10 P 0.02 6 0.05 Sr as SrO 0.05 C S 0.03 6 0.05 A For demonstrating the performance of rapid test methods the SRM closest in overall composition to the limestone shall be used (See Table 2). In the case of quicklime or hydrated lime, the SRM closest in overall composition, after heating at 1000 °C for 1 h, to the product composition shall be used, except for C and S determinations (See Note 3). B Interelement corrections may be used for any standardization provided improved accuracy can be demonstrated. C No SRM currently available. C 25 – 06 3 Copyright by ASTM Int'l (all rights reserved); Fri Sep 12 03:56:11 EDT 2008 Downloaded/printed by Dalian Univ of Technology pursuant to License Agreement. No further reproductions authorized. in duplicate until the results agree within the permissible variation. When the results agree within the permissible variation, their average shall be accepted as the correct value. For the purpose of comparing results, the percentages shall be calculated to one more significant figure than reported as indicated in the test methods. When a blank determination is specified, one shall be made with each individual analysis or with each group of two or more samples analyzed on the same day for a given constituent. 7.1.2 Test results from Referee methods intended for use as a basis for product acceptance or rejection, or for manufactur- er’s certification, can be used only after demonstration of precise and accurate analyses by meeting the requirements of 7.1.3, or except when demonstrated under 7.3.2.1. Such dem- onstrations may be made concurrently with analysis of the limestone, quicklime, or hydrated lime product being tested. The demonstration is required only for those constituents being used as a basis for acceptance, rejection, or certification of a limestone, quicklime, or hydrated lime, but may be made for any constituent of limestone, quicklime, or hydrated lime product for which a standard exists. Such demonstrations must be made annually. 7.1.3 Demonstrations shall be made by analysis of each constituent of concern in a SRM limestone, quicklime, or hydrated lime (See Notes 2 and 3). Duplicate samples shall be run on different days. The same test methods to be used for analysis of the limestone, quicklime, or hydrated lime being tested shall be used for analysis of the SRM. If the duplicate results do not agree within the permissible variation given in Table 1, the determinations shall be repeated, following iden- tification and correction of problems or errors, until a set of duplicate results do agree within the permissible variation. NOTE 2—The term SRM refers to approved Standard Reference Mate- rials listed in Table 2. NOTE 3—There are no SRMs that are quicklime or hydrated lime as supplied. When analyzing a quicklime or hydrated lime the SRM in carbonate form needs to be converted to closely resemble the matrix of the product being tested. To accomplish this conversion, heat the chosen SRM for 1 h at 1000 °C, immediately prior to analysis and protect it from hydration or carbonation with sealed containers and desiccation during cooling. Carbon and sulfur may be driven off during heating, rendering the converted SRM unsuitable as a standard for carbon and sulfur determi- nations. For carbon and sulfur determinations use the appropriate SRM in its normal matrix. 7.1.4 The average of the results of acceptable duplicate determinations for each constituent may differ from the SRM certificate value by no more than the value shown in Column 3 of Table 1. When no SRM certificate value is given, a generally accepted accuracy standard for that constituent has not been identified. In such cases, only the differences between duplicate values as specified in 7.1.3 sh
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