ASTM C294-2012 Standard Descriptive Nomenclature for Constituents of Concrete Aggregates《混凝土集料成分的标准描述术语》.pdf
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1、Designation:C29405 Designation: C294 12Standard 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 l
2、ast 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 Department of Defense.1. Scope1.1 This descriptive nomenclature provides
3、 brief descriptions of some of the more commonly occurring, or more important,natural and artificial materials of which mineral aggregates are composed. The descriptions provide a basis for understanding theseterms as applied to concrete aggregates. When appropriate, brief observations regarding the
4、 potential effects of using the naturaland artificial materials in concrete are discussed.NOTE 1These descriptions characterize minerals and rocks as they occur in nature and blast-furnace slag or lightweight aggregates that are preparedby the alteration of the structure and composition of natural m
5、aterial. Information about lightweight aggregates areis given in Specifications C330, C331,and C332.1.2 This standard does not include descriptions of constituents of aggregates used in radiation shielding concrete. SeeDescriptive Nonmenclature C638.1.3 The values stated in SI units are to be regard
6、ed as standard. No other units of measurement are included in this standard.2. Referenced Documents2.1 ASTM Standards:2C125 Terminology Relating to Concrete and Concrete AggregatesC227 Test Method for Potential Alkali Reactivity of Cement-Aggregate Combinations (Mortar-Bar Method)C289 Test Method fo
7、r Potential Alkali-Silica Reactivity of Aggregates (Chemical Method)C330 Specification for Lightweight Aggregates for Structural ConcreteC331 Specification for Lightweight Aggregates for Concrete Masonry UnitsC332 Specification for Lightweight Aggregates for Insulating ConcreteC638 Descriptive Nomen
8、clature of Constituents of Aggregates for Radiation-Shielding Concrete3. Terminology3.1 For definitions of terms in this standard, refer to Terminology C125.4. Significance and Use3.1This4.1 This descriptive nomenclature provides information on terms commonly applied to concrete aggregates. Thisstan
9、dard is intended to assist in understanding the meaning and significance of the terms.3.2Many4.2 Many of the materials described frequently occur in particles that do not display all the characteristics given in thedescriptions, and most of the described rocks grade from varieties meeting one descri
10、ption to varieties meeting another with allintermediate stages being found.3.3The4.3 The accurate identification of rocks and minerals can, in many cases, be made only by a qualified geologist,mineralogist, or petrographer using the apparatus and procedures of these sciences. Reference to these desc
11、riptions may, however,serve to indicate or prevent gross errors in identification. Identification of the constituent materials in an aggregate may assist incharacterizing its engineering properties, but identification alone cannot provide the sole basis for predicting behavior of aggregatesin servic
12、e. Aggregates of any type or combination of types may perform well or poorly in service depending upon the exposureto which the concrete is subjected, the physical and chemical properties of the matrix in which they are embedded, their physicalcondition at the time they are used, and other factors.
13、Constituents that may occur only in minor amounts in the aggregate may1This descriptive nomenclature is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.65 on Petrography.Current edition approved Jan.July 1, 2005.201
14、2. Published January 2005.September 2012. Originally approved in 1952. Last previous edition approved in 20042005 asC29404.C29405. DOI: 10.1520/C0294-05.10.1520/C0294-12.2For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Ann
15、ual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.1This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not b
16、e technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Driv
17、e, PO Box C700, West Conshohocken, PA 19428-2959, United States.or may not decisively influence its performance. Information about concrete aggregate performance in concrete has been publishedby ASTM.3CONSTITUENTS OF NATURAL MINERAL AGGREGATES4.5. Classes and Types4.1The5.1 The materials found as co
18、nstituents of natural mineral aggregates are minerals and rocks.45.2 Minerals are naturally occurring inorganic substances of more or less definite chemical composition and usually of aspecific crystalline structure. The physical nature of the rock-forming minerals and aspects of crystal chemistry d
19、etermine theimportant physical and chemical properties of natural mineral aggregates. Certain assemblages of rock-forming minerals possessdesirable qualities for use as aggregates in cementitious materials.45.2.1 Minerals are characterized by their crystallographic, physical, and optical properties
20、and their chemical composition. Thecrystallographic properties of minerals may be determined by x-ray diffraction and optical properties (1-6). The physical propertiesof minerals include but are not limited to crystal habit, cleavage, parting, fracture, hardness, specific gravity, luster, color, str
21、eak,magnetism, luminescence, and pyroelectricity (7). The optical properties of minerals include but are not limited to refractive index,birefringence, optic sign, pleochroism, and sign of elongation (2-5). Methods to determine the chemical composition of mineralsinclude but are not limited to optic
22、al properties (5), flame photometry (7,8), chemical spot tests (9,10), various staining techniques(11), x-ray fluorescence, and electron microscopy (12-14).45.2.2 Different minerals may have the same chemical composition but different crystallographic and physical properties. Suchsets of minerals ar
23、e known as polymorphs. Distinguishing between some polymorphs can be important for determining thesuitability of aggregates for use in cementitious materials.4.3Rocks5.3 Rocks are classified according to origin into three major divisions: igneous, sedimentary, and metamorphic. Thesethree major group
24、s are subdivided into types according to mineral and chemical composition, texture, and internal structure. Mostrocks are composed of several minerals but some are composed of only one mineral. Certain examples of the rock quartzite arecomposed exclusively of the mineral quartz, and certain limeston
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