ASTM C294-2005 Standard Descriptive Nomenclature for Constituents of Concrete Aggregates《混凝土集料成分的标准描述性术语》.pdf
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1、Designation: C 294 05Standard Descriptive Nomenclature forConstituents of Concrete Aggregates1This standard is issued under the fixed designation C 294; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A n
2、umber in parentheses indicates the year of last reapproval. Asuperscript 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. Scope1.1 This descriptive nomenclature provides brief descrip-t
3、ions 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 the potentialeffects
4、 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 naturalmaterial. Information
5、 about lightweight aggregates are given in Specifi-cations C 330, C 331, and C 332.1.2 This standard does not include descriptions of constitu-ents of aggregates used in radiation shielding concrete. SeeDescriptive Nonmenclature C 638.2. Referenced Documents2.1 ASTM Standards:2C 125 Terminology Rela
6、ting to Concrete and ConcreteAggregatesC 227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mortar Bar Method)C 289 Test Method for Potential Alkali-Silica Reactivity ofAggregates (Chemical Method)C 330 Specification for Lightweight Aggregates for Struc-tural ConcreteC
7、331 Specification for Lightweight Aggregates for Con-crete Masonry UnitsC 332 Specification for Lightweight Aggregates for Insulat-ing ConcreteC 638 Descriptive Nonmenclature of Constituents of Ag-gregates for Radiation-Shielding Concrete3. Significance and Use3.1 This descriptive nomenclature provi
8、des information onterms commonly applied to concrete aggregates. This standardis intended to assist in understanding the meaning and signifi-cance of the terms.3.2 Many of the materials described frequently occur inparticles that do not display all the characteristics given in thedescriptions, and m
9、ost of the described rocks grade fromvarieties meeting one description to varieties meeting anotherwith all intermediate stages being found.3.3 The accurate identification of rocks and minerals can, inmany cases, be made only by a qualified geologist, mineralo-gist, or petrographer using the apparat
10、us and procedures ofthese sciences. Reference to these descriptions may, however,serve to indicate or prevent gross errors in identification.Identification of the constituent materials in an aggregate mayassist in characterizing its engineering properties, but identifi-cation alone cannot provide th
11、e sole basis for predictingbehavior of aggregates in service. Aggregates of any type orcombination of types may perform well or poorly in servicedepending upon the exposure to which the concrete is sub-jected, the physical and chemical properties of the matrix inwhich they are embedded, their physic
12、al condition at the timethey are used, and other factors. Constituents that may occuronly in minor amounts in the aggregate may or may notdecisively influence its performance. Information about con-crete aggregate performance in concrete has been published byASTM.3CONSTITUENTS OF NATURAL MINERALAGGR
13、EGATES4. Classes and Types4.1 The materials found as constituents of natural mineralaggregates are minerals and rocks.4.2 Minerals are naturally occurring inorganic substances ofmore or less definite chemical composition and usually of aspecific crystalline structure. The physical nature of the rock
14、-forming minerals and aspects of crystal chemistry determinethe important physical and chemical properties of natural1This descriptive nomenclature is under the jurisdiction of ASTM CommitteeC09 on Concrete and Concrete Aggregates and is the direct responsibility ofSubcommittee C09.65 on Petrography
15、.Current edition approved Jan. 1, 2005. Published January 2005. Originallyapproved in 1952. Last previous edition approved in 2004 as C 294 04.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards vo
16、lume information, refer to the standards Document Summary page onthe ASTM website.3Klieger, P., and Lamond, J. F., editors, Significance of Tests and Properties ofConcrete and Concrete-Making Materials, ASTM STP 169C, 1994.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consh
17、ohocken, PA 19428-2959, United States.mineral aggregates. Certain assemblages of rock-forming min-erals possess desirable qualities for use as aggregates incementitious materials.4.2.1 Minerals are characterized by their crystallographic,physical, and optical properties and their chemical composi-ti
18、on. The crystallographic properties of minerals may bedetermined by 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,
19、andpyroelectricity (7). The optical properties of minerals includebut 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 photo
20、metry (7,8),chemical spot tests (9,10), various staining techniques (11),x-ray fluorescence, and electron microscopy (12-14).4.2.2 Different minerals may have the same chemical com-position but different crystallographic and physical properties.Such sets of minerals are known as polymorphs. Distingu
21、ish-ing between some polymorphs can be important for determin-ing the suitability of aggregates for use in cementitiousmaterials.4.3 Rocks are classified according to origin into three majordivisions: igneous, sedimentary, and metamorphic. These threemajor groups are subdivided into types according
22、to mineraland chemical composition, texture, and internal structure. Mostrocks are composed of several minerals but some are composedof only one mineral. Certain examples of the rock quartzite arecomposed exclusively of the mineral quartz, and certainlimestones are composed exclusively of the minera
23、l calcite.Individual sand grains frequently are composed of particles ofrock, but they may be composed of a single mineral, particu-larly in the finer sizes.4.3.1 Igneous rocks form from molten matter either at orbelow the earths surface.4.3.2 Sedimentary rocks form near the earths surface by theacc
24、umulation and consolidation of the products of weatheringand erosion of existing rocks, or by direct chemical precipita-tion. Sedimentary rocks may form from pre-existing igneous,metamorphic, or sedimentary rocks.4.3.3 Metamorphic rocks form from pre-existing igneous,sedimentary, or metamorphic rock
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