ASTM C1356-2007 Standard Test Method for Quantitative Determination of Phases in Portland Cement Clinker by Microscopical Point-Count Procedure《用显微镜点计数程序对硅酸盐水泥溶渣状态的定量测定用标准试验方法》.pdf
《ASTM C1356-2007 Standard Test Method for Quantitative Determination of Phases in Portland Cement Clinker by Microscopical Point-Count Procedure《用显微镜点计数程序对硅酸盐水泥溶渣状态的定量测定用标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM C1356-2007 Standard Test Method for Quantitative Determination of Phases in Portland Cement Clinker by Microscopical Point-Count Procedure《用显微镜点计数程序对硅酸盐水泥溶渣状态的定量测定用标准试验方法》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C 1356 07Standard Test Method forQuantitative Determination of Phases in Portland CementClinker by Microscopical Point-Count Procedure1This standard is issued under the fixed designation C 1356; the number immediately following the designation indicates the year oforiginal adoption or,
2、in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This test method covers a systematic procedure formeasuring the percentage volu
3、me of the phases in portlandcement clinker by microscopy.1.2 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-bili
4、ty of regulatory limitations prior to use.1.3 The values stated in SI units are to be regarded as thestandard.2. Referenced Documents2.1 ASTM Standards:2C 150 Specification for Portland CementC 219 Terminology Relating to Hydraulic CementC 670 Practice for Preparing Precision and Bias Statementsfor
5、Test Methods for Construction MaterialsD75 Practice for Sampling AggregatesD 3665 Practice for Random Sampling of ConstructionMaterials3. Terminology3.1 Definitions:3.1.1 clinker phase, na physically and chemically distinctoptically identifiable portion of the clinker sample, includingboth principal
6、 phases (alite, belite, aluminate, and ferrite),minor phases (for example, free lime, periclase, and alkalisulfates), and voids.3.1.1.1 DiscussionVoids, though not a phase in the senseof being a crystalline compound, are a distinct, identifiableportion of a clinker microstructure.3.1.2 voids, nisola
7、ted or interconnected open areas in theclinker, also called pores.3.2 Principal Clinker Phases:33.2.1 alite, ncrystalline tricalcium silicate (C3S), modifiedin composition and crystal structure by incorporation of foreignions; the crystals are pseudo-hexagonal with well-definedfaces, though less reg
8、ular shapes commonly occur.3.2.2 aluminate, ntricalcium aluminate (C3A) modified incomposition and crystal structure by incorporation of a sub-stantial proportion of foreign ions; aluminate forms cubiccrystals when relatively pure, and forms identifiable elongatedcrystals commonly called “alkali alu
9、minate” when in solidsolution with significant amounts of potassium or sodium, orboth.3.2.3 belite, ncrystalline dicalcium silicate (C2S), modi-fied in composition and crystal structure by incorporation offoreign ions; belite usually occurs as rounded crystals markedby striations formed by cross sec
10、tions of lamellae, and mayoccur as single crystals or in clusters.3.2.4 ferrite, na solid solution of approximate composi-tion tetracalcium aluminoferrite (C4AF) modified in composi-tion by variation in the Al/Fe ratio and by substantial incorpo-ration of foreign ions; ferrite is characterized by hi
11、ghreflectivity in polished sections and is normally the onlystrongly colored compound among the principal clinkerphases.3.2.4.1 DiscussionAluminate and ferrite form most of theinterstitial material between the silicate crystals and, undercertain conditions of cooling, may not be easily identifiable
12、orresolved by ordinary light microscopy.3.3 Minor Clinker Phases:3.3.1 alkali sulfates, nsodium sulfate, potassium sulfate,and double sulfates such as calcium langbeinite(K2SO42CaSO4).3.3.2 free lime, ncalcium oxide (C) found mostly as roundcrystals.3.3.3 periclase, ncrystalline form of free magnesi
13、umoxide (M), that has not been taken up in solid solution withother phases.3.4 For definitions of other terms relating to hydrauliccements, refer to Terminology C 219.1This test method is under the jurisdiction of ASTM Committee C01 on Cementand is the direct responsibility of Subcommittee C01.23 on
14、 CompositionalAnalysis.Current edition approved June 1, 2007. Published July 2007. Originally approvedin 1996. Last previous edition approved in 2001 as C 1356 96(2001).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annua
15、l Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3C = CaO, S = SiO2,A=Al2O3,F=Fe2O3,S=SO3, M = MgO, N = Na2O,and K = K2O in cement chemistry notation.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM Internati
16、onal, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4. Summary of Test Method4.1 The test method consists of the preparation and micro-scopical examination of a specimen produced by encapsulatingclinker in a mounting medium and sectioning the specimen soas to ex
17、pose the interior of particles for visual examination.Polishing the section surface and treating it with etchants tohighlight specific phases complete the preparation. Duringmicroscopical examination phases are identified and theirproportions determined by a point-count procedure. In thisprocedure,
18、the specimen is moved in uniform increments on amicroscope stage, and phases falling under the cross hairs ofthe eyepiece are identified and counted (1-5).5. Significance and Use5.1 This test method provides a relatively simple andreliable microscopical means of measuring the phase abun-dance of por
19、tland cement clinker (Note 1). Microscopical pointcounting provides a direct measure of the clinker phasecomposition in contrast to the calculated Bogue phase compo-sition (Note 2).NOTE 1This test method utilizes a reflected light microscope. Relatedmethods such as transmitted light microscopy, scan
20、ning electron micros-copy, and automated imaging techniques may also be used for clinkeranalysis but are not presently included in this test method.NOTE 2This test method allows direct determination of the proportionof each individual phase in portland-cement clinker. This test method isintended to
21、provide an alternative to the indirect estimation of phaseproportion using the equations in Specification C 150 (footnote C in Tablenumber 1 and footnote B in Table number 2).5.2 This test method assumes the operator is qualified tooperate a reflected light microscope and the required accesso-ries,
22、is able to correctly prepare polished sections and usenecessary etchants, and is able to correctly identify the con-stituent phases.5.3 This test method may be used as part of a quality controlprogram in cement manufacturing as well as a troubleshootingtool. Microscopic characterization of clinker p
23、hases may alsoaid in correlating cement properties and cement performance inconcrete, to the extent that properties and performance are afunction of phase composition.6. Apparatus6.1 Reflected light microscope.6.2 Mechanical stage with stepping increments rangingfrom 0.05 to 2.0 mm (to enable analys
24、is of clinkers of differentaverage crystal sizes) and vernier scales graduated in both Xand Y directions.6.3 Microscope objectives of magnification 53,103,203,and 403 or other magnifications suitable for the task.NOTE 3The use of reflected light with oil immersion is optional. It ishighly recommende
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