ASTM C5-2003 Standard Specification for Quicklime for Structural Purposes《建筑用生石灰标准规范》.pdf
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1、Designation:C503Standard Specification forQuicklime for Structural Purposes1This standard is issued under the fixed designation C 5; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last revision. A number in parentheses
2、 indicates the year of last reapproval. A superscriptepsilon (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 specification covers all classes of quicklime such ascrushed lime, gr
3、anular lime, ground lime, lump lime, pebblelime, and pulverized lime, used for structural purposes.2. Referenced Documents2.1 ASTM Standards:C 25 Test Methods for Chemical Analysis of Limestone,Quicklime, and Hydrated Lime2C 50 Practice for Sampling, Inspection, Packing, and Mark-ing of Lime and Lim
4、estone Products2C 51 Terminology Relating to Lime and Limestone (AsUsed by the Industry)2C 110 Test Methods for Physical Testing of Quicklime,Hydrated Lime, and Limestone2C 1489 Specification of Lime Putty for Structural Purposes2E 11 Specification for Wire-Cloth Sieves for Testing Pur-poses33. Term
5、inology3.1 DefinitionsUnless otherwise specified, for definitionsof terms used in this standard, refer to Terminology C 51.4. Chemical Composition4.1 The quicklime shall conform to the following require-ments as to chemical composition, calculated on a nonvolatilebasis:Calcium Lime Magnesium LimeCal
6、cium oxide, min, % 75Magnesium oxide, min, % 20Calcium and magnesium oxide,min, %95 95Silica, alumina, and oxide of iron,max, %55Carbon dioxide, max, %:If sample is taken at place ofmanufacture33If sample is taken at any otherplace10 105. Residue5.1 The quicklime shall contain no more than 15 weight
7、 %of residue.6. General Requirements6.1 Quicklime shall be slaked and aged in accordance withthe printed directions of the manufacturer. The resulting limeputty shall be stored until cool.6.2 Lime putty prepared in accordance with AppendixX1.4.2 must conform to the requirements of SpecificationC 148
8、9.7. Sampling, Inspection, etc.7.1 The sampling, inspection, rejection, retesting, packag-ing, and marking shall be conducted in accordance withMethods C 50.8. Test Methods8.1 Conformance to chemical requirements shall be deter-mined in accordance with Test Methods C 25.8.2 Conformance to plasticity
9、 and residue requirementsshall be determined in accordance with Test Methods C 110.9. Keywords9.1 building (structural); calcium oxide; dolomitic lime;high calcium lime; lime putty; magnesium oxide; plasticity;quicklime; residue; slaking1This specification is under the jurisdiction of ASTM Committee
10、 C07 on Limeand is the direct responsibility of Subcommittee C07.02 on Structural Lime.Current edition approved May 10, 2003. Published July 2003. Originallyapproved in 1913. Last previous edition approved in 1997 as C579(1997).2Annual Book of ASTM Standards, Vol 04.01.3Annual Book of ASTM Standards
11、, Vol 14.02.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.APPENDIX(Nonmandatory Information)X1. SLAKING AND PREPARATION OF LIME PUTTYX1.1 IntroductionX1.1.1 Quicklime can never be used as such for structuralpurposes; it must always
12、 be slaked first. Since the method ofslaking is an important factor in determining the quality of thefinished product, the following directions for the preparation oflime putty are given, not as a part of the specification, but asinformation for the further protection of the purchaser.X1.1.2 Differe
13、nt kinds of lime vary considerably in the wayin which they behave with water. A little supervision over theoperation of slaking will amply pay for itself by ensuring theproduction of the greatest possible quantity and the bestpossible quality of putty. To find out how to slake a new lot oflime, it i
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