ASTM D6940-2004 Standard Practice for Measuring Sifting Segregation Tendencies of Bulk Solids《测量散装固体的筛选分离趋势的标准实施规程》.pdf
《ASTM D6940-2004 Standard Practice for Measuring Sifting Segregation Tendencies of Bulk Solids《测量散装固体的筛选分离趋势的标准实施规程》.pdf》由会员分享,可在线阅读,更多相关《ASTM D6940-2004 Standard Practice for Measuring Sifting Segregation Tendencies of Bulk Solids《测量散装固体的筛选分离趋势的标准实施规程》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 6940 04Standard Practice forMeasuring Sifting Segregation Tendencies of Bulk Solids1This standard is issued under the fixed designation D 6940; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revisio
2、n. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers an apparatus and procedure forsimulating the segregation tendencies of bulk solids by meansof the sifting me
3、chanism.1.2 Temperature- and humidity-sensitive bulk solids mayneed to be tested at different temperatures and moisturecontents, as would happen in an industrial environment.1.3 The maximum particle size should be limited to 3 mm,to reduce the likelihood of binding the slide gate.1.4 This standard i
4、s not applicable to all bulk solids andsegregation mechanisms: while sifting is a common segrega-tion mechanism experienced by many bulk solids, othersegregation mechanisms not evaluated by this standard mightinduce segregation in practice.1.5 The extent to which segregation will occur in anindustri
5、al situation is not only a function of the bulk solid andits tendency to segregate, but also the handling equipment (forexample, bin design), process (for example, transfer rates), andenvironment.1.6 This standard does not purport to address all of thesafety concerns, if any, associated with its use
6、. 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.2. Referenced Documents2.1 ASTM Standards:2D 653 Terminology Relating to Soil, Rock, and ContainedFluidsD 3740 Practice
7、 for Minimum Requirements for AgenciesEngaged in the Testing and/or Inspection of Soil and Rockas Used in Engineering Design and Construction3. Terminology3.1 DefinitionsDefinitions of terms used in this testmethod shall be in accordance with Terminology D 653.3.1.1 funnel flow pattern, na flow sequ
8、ence in a bin orhopper characterized by having some bulk solids movingthrough stagnant bulk solids. In general, there is no flow alongthe hopper walls.3.1.2 segregation, na process through which blended oruniform powders or bulk solids become non-uniform, withregions of varying composition, for exam
9、ple, particle size.3.1.3 sifting segregation, na mechanism in which finerparticles preferentially percolate into a zone within the bulksolid.3.2 Definitions of Terms Specific to This Standard:3.2.1 collection cup, na collection cup holds a sample ofbulk solid once it is discharged from the apparatus
10、.3.2.2 inner hopper, nthe inner hopper is transparent. Ithas a steep inner conical section designed to sit within the outerhopper.3.2.3 outer hopper, nthe outer hopper consists of ashallow transparent hopper designed to provide funnel flow formost bulk solids. It has an attached slide gate/guide cyl
11、inderand support legs.3.2.4 representative sample, na quantity of the bulk solidto be tested that is representative of that solid in an industrialapplication being studied. Parameters of interest that mayaffect whether or not a sample is representative include:moisture, particle size distribution, r
12、aw material variation,method of production, aging, chemical composition.4. Summary of Practice4.1 A representative sample of a bulk solid is placed in theupper hopper of the apparatus.4.2 The bulk solid is discharged to form a pile within thelower hopper, allowing segregation to take place.4.3 The s
13、egregated material is discharged in a funnel flowpattern intended to recover zones of segregated material in aknown sequence. Samples are collected from the dischargestream.4.4 The samples are then available to be tested for differ-ences relevant to the application, for example, particle size orchem
14、ical assay.1This practice is under the jurisdiction of ASTM Committee D18 on Soil andRock and is the direct responsibility of Subcommittee D18.24 on Characterizationand Handling of Powders and Bulk Solids.Current edition approved Jan. 1, 2004. Published February 2004. Originallyapproved in 2003. Las
15、t previous edition approved in 2003 as D 694003.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandardsvolume information, refer to the standards Document Summary page onthe ASTM website.1Copyright AST
16、M International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Significance and Use5.1 Sifting segregation can cause horizontal segregation (forexample, center-to-periphery) within bins used to hold andtransport bulk solids. This can affect final product qual
17、ity inindustrial applications.5.2 By measuring a bulk solids segregation tendency, onecan compare results to other bulk solids with known history, ordetermine if the given bulk solid may have a tendency tosegregate in a given process.5.3 Sifting, which is a process by which smaller particlesmove thr
18、ough a matrix of larger ones, is a common method ofsegregation. Four conditions must exist for sifting to occur:5.3.1 A Difference in Particle Size between the IndividualComponentsThis ratio can be as low as 1.3 to 1. In general,the larger the ratio of particle sizes, the greater the tendency forpar
19、ticles to segregate by sifting.5.3.2 A Suffciently Large Mean Particle SizeSifting seg-regation can occur with a mean particle size in the 50 m rangeand can become a dominant segregation mechanism if themean particle size is above 100 m.5.3.3 Suffciently Free Flowing MaterialThis allows thesmaller p
20、articles to sift through the matrix of larger particles.With cohesive materials, the fine particles are bound to oneanother and do not enter the voids among the coarse particles.5.3.4 Interparticle MotionThis can be caused during for-mation of a pile, by vibration, or by a velocity gradient acrossth
21、e flowing material.5.4 All four of these conditions must exist for siftingsegregation to occur. If any one of these conditions does notexist, the material will not segregate by this mechanism.NOTE 1The quality of the result produced by this practice is depen-dent on the competence of the personnel p
22、erforming it, and the suitabilityof the equipment and facilities used. Agencies that meet the criteria ofPractice D 3740 are generally considered capable of competent andobjective testing/sampling/inspection/etc. Users of this practice are cau-tioned that compliance with Practice D 3740 does not in
23、itself assurereliable results. Reliable results depend on many factors; Practice D 3740provides a means of evaluating some of those factors.Practice D 3740 was developed for agencies engaged in the testingand/or inspection of soil and rock. As such it is not totally applicable toagencies performing
24、this practice. However, users of this practice shouldrecognize that the framework of Practice D 3740 is appropriate forevaluating the quality of an agency performing this practice. Currentlythere is no known qualifying national authority that inspects agencies thatperform this practice.6. Apparatus6
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