ASTM C294-2012(2017) Standard Descriptive Nomenclature for Constituents of Concrete Aggregates《混凝土骨料的标准描述性术语》.pdf
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1、Designation: C294 12 (Reapproved 2017)Standard Descriptive Nomenclature forConstituents of Concrete Aggregates1This standard is issued under the fixed designation C294; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of la
2、st revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope1.1 This descriptive nomenclature prov
3、ides brief descrip-tions of some of the more commonly occurring, or moreimportant, natural and artificial materials of which mineralaggregates are composed. The descriptions provide a basis forunderstanding these terms as applied to concrete aggregates.When appropriate, brief observations regarding
4、the potentialeffects of using the natural and artificial materials in concreteare discussed.NOTE 1These descriptions characterize minerals and rocks as theyoccur in nature and blast-furnace slag or lightweight aggregates that areprepared by the alteration of the structure and composition of naturalm
5、aterial. Information about lightweight aggregates is given in Specifica-tions C330, C331, and C332.1.2 This standard does not include descriptions of constitu-ents of aggregates used in radiation shielding concrete. SeeDescriptive Nomenclature C638.1.3 The values stated in SI units are to be regarde
6、d asstandard. No other units of measurement are included in thisstandard.1.4 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 Rec
7、om-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C125 Terminology Relating to Concrete and Concrete Ag-gregatesC227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mortar-Bar Method
8、)C289 Test Method for Potential Alkali-Silica Reactivity ofAggregates (Chemical Method) (Withdrawn 2016)3C330 Specification for Lightweight Aggregates for Struc-tural ConcreteC331 Specification for Lightweight Aggregates for ConcreteMasonry UnitsC332 Specification for Lightweight Aggregates for Insu
9、lat-ing ConcreteC638 Descriptive Nomenclature of Constituents of Aggre-gates for Radiation-Shielding Concrete3. Terminology3.1 For definitions of terms in this standard, refer toTerminology C125.4. Significance and Use4.1 This descriptive nomenclature provides information onterms commonly applied to
10、 concrete aggregates. This standardis intended to assist in understanding the meaning and signifi-cance of the terms.4.2 Many of the materials described frequently occur inparticles that do not display all the characteristics given in thedescriptions, and most of the described rocks grade fromvariet
11、ies meeting one description to varieties meeting anotherwith all intermediate stages being found.4.3 The accurate identification of rocks and minerals can, inmany cases, be made only by a qualified geologist,mineralogist, or petrographer using the apparatus and proce-dures of these sciences. Referen
12、ce to these descriptions may,however, serve to indicate or prevent gross errors in identifi-cation. Identification of the constituent materials in an aggre-gate may assist in characterizing its engineering properties, butidentification alone cannot provide the sole basis for predictingbehavior of ag
13、gregates in service. Aggregates of any type orcombination of types may perform well or poorly in servicedepending upon the exposure to which the concrete issubjected, the physical and chemical properties of the matrix inwhich they are embedded, their physical condition at the time1This descriptive n
14、omenclature is under the jurisdiction of ASTM CommitteeC09 on Concrete and Concrete Aggregatesand is the direct responsibility ofSubcommittee C09.65 on Petrography.Current edition approved May 1, 2017. Published June 2017. Originallyapproved in 1952. Last previous edition approved in 2012 as C29412.
15、 DOI:10.1520/C0294-12R17.2For 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.3The last approved version of this h
16、istorical standard is referenced onwww.astm.org.Copyright 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 on standardization established in the De
17、cision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1they are used, and other factors. Constituents that may occuronly in minor amounts in the aggregate may or may notdecisiv
18、ely influence its performance. Information about con-crete aggregate performance in concrete has been published byASTM.4CONSTITUENTS OF NATURAL MINERALAGGREGATES5. Classes and Types5.1 The materials found as constituents of natural mineralaggregates are minerals and rocks.5.2 Minerals are naturally
19、occurring inorganic substances ofmore or less definite chemical composition and usually of aspecific crystalline structure. The physical nature of the rock-forming minerals and aspects of crystal chemistry determinethe important physical and chemical properties of naturalmineral aggregates. Certain
20、assemblages of rock-forming min-erals possess desirable qualities for use as aggregates incementitious materials.5.2.1 Minerals are characterized by their crystallographic,physical, and optical properties and their chemical composi-tion. The crystallographic properties of minerals may bedetermined b
21、y x-ray diffraction and optical properties (1-6).The physical properties of minerals include but are not limitedto crystal habit, cleavage, parting, fracture, hardness, specificgravity, luster, color, streak, magnetism, luminescence, andpyroelectricity (7). The optical properties of minerals include
22、but are not limited to refractive index, birefringence, optic sign,pleochroism, and sign of elongation (2-5). Methods to deter-mine the chemical composition of minerals include but are notlimited to optical properties (5), flame photometry (7,8),chemical spot tests (9,10), various staining technique
23、s (11),x-ray fluorescence, and electron microscopy (12-14).5.2.2 Different minerals may have the same chemical com-position but different crystallographic and physical properties.Such sets of minerals are known as polymorphs. Distinguish-ing between some polymorphs can be important for determin-ing
24、the suitability of aggregates for use in cementitiousmaterials.5.3 Rocks are classified according to origin into three majordivisions: igneous, sedimentary, and metamorphic. These threemajor groups are subdivided into types according to mineraland chemical composition, texture, and internal structur
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