ASTM C897-2005 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters《现场搅拌的硅酸盐水泥基灰浆集料标准规范》.pdf

《ASTM C897-2005 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters《现场搅拌的硅酸盐水泥基灰浆集料标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C897-2005 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters《现场搅拌的硅酸盐水泥基灰浆集料标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 897 05Standard Specification forAggregate for Job-Mixed Portland Cement-Based Plasters1This standard is issued under the fixed designation C 897; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revis

2、ion. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers natural or manufactured aggre-gate for use in job-mixed base and finish-coat full thicknessportland

3、cement, portland cement-lime and modified portlandcement plasters.1.2 The values stated in inch-pound units are to be regardedas the standard. The SI (metric) values given in parentheses areapproximate and are provided for information purposes only.1.3 The text of this specification references notes

4、 andfootnotes that provide explanatory material. These notes andfootnotes (excluding those in tables and figures) shall not beconsidered as requirements of the specification.2. Referenced Documents2.1 ASTM Standards:2C11Terminology Relating to Gypsum and Related Build-ing Materials and SystemsC40 Te

5、st Method for Organic Impurities in Fine Aggre-gates for ConcreteC87 Test Method for Effect of Organic Impurities in FineAggregate on Strength of MortarC88 Test Method for Soundness of Aggregates by Use ofSodium Sulfate or Magnesium SulfateC117 Test Method for Material Finer than 75m (No. 200)Sieve

6、in Mineral Aggregates by WashingC 123 Test Method for Lightweight Particles in AggregateC 125 Terminology Relating to Concrete and ConcreteAggregatesC 136 Test Method for Sieve Analysis of Fine and CoarseAggregatesC 142 Test Method for Clay Lumps and Friable Particles inAggregatesD75 Practice for Sa

7、mpling Aggregates3. Terminology3.1 DefinitionsDefinitions used in this standard shall be inaccordance with Terminologies C11and C 125.3.2 Definitions of Terms Specific to This Standard:3.2.1 aggregate, na granular material such as natural ormanufactured sand used with a cementing medium to formplast

8、er (stucco).3.2.2 manufactured sand, nthe fine material resultingfrom the crushing and classification by screening, or otherwise,of rock, gravel, or blast furnace slag.3.2.3 natural sand, nthe fine granular material resultingfrom the natural disintegration of rock.4. Composition4.1 Deleterious Subst

9、ancesThe amount of deleterioussubstances in aggregates, each determined on independentsamples complying with the grading requirements of Section 6,shall not be more than the following:ItemMaximumPermissibleWeight, %Friable particles 1.0Light weight particles, floating on liquid having aspecific grav

10、ity of 2.00.54.2 Organic Impurities:4.2.1 The aggregate shall be free of injurious amounts oforganic impurities. Except as herein provided, aggregatessubjected to the test for Organic Impurities, Test Method C40,and producing a color darker than the standard shall berejected.4.2.2 Aggregate failing

11、the test for organic impurities maybe used provided that, when tested for the effect of organicimpurities on strength in accordance with Test Method C87,the relative strength at 7 days is not less than 95 %.5. Physical Properties5.1 Soundness (see 7.1.7):1This specification is under the jurisdiction

12、 of ASTM Committee C11 onGypsum and Related Building Materials and Systems, and is the direct responsi-bility of Subcommittee C 11.02 on Specifications and Test Methods for Accessoriesand Related Products.Current edition approved Dec. 1, 2005. Published December 2005. Originallyapproved in 1978. Las

13、t previous edition approved in 2000 as C 897 00.2For 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.1*A Summary o

14、f Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.1.1 Except as herein provided, aggregate subjected to fivecycles of the soundness test shall show a loss, when weighed inaccordanc

15、e with the grading of a sampling complying with thelimitations set forth in Section 6, not greater than 20 % whensodium sulfate is used, or 15 % when magnesium sulfate isused.5.1.2 Aggregates failing to meet the requirements of 5.1.1shall be accepted, provided there is evidence that plasters ofcompa

16、rable properties made from similar aggregates from thesame source has been exposed to weathering, similar to that tobe encountered, for a period of more than 5 years withoutappreciable disintegration.6. Dimensions, Mass, and Permissible Variations6.1 Aggregate for Base CoatAggregate for use in basec

17、oat portland cement-based plasters shall be graded as follows:U.S. Standard Sieve Percent Retained (by Weight)Natural Sand Manufactured Sandmax min max minNo. 4 (4.75 mm) 0 0 0 0No. 8 (2.36 mm) 10 0 10 0No. 16 (1.18 mm) 40 10 40 10No. 30 (600 m) 65 30 65 30No. 50 (300 m) 90 70 80 60No. 100 (150 m) 1

18、00 95 90 75No. 200 (75 m) 100 97 100 906.1.1 Not more than 50 % shall be retained between any twoconsecutive sieves shown in the above table, nor more than25 % between No. 50 (300-m) and No. 100 (150-m) sieves.The amount of material finer than a No. 200 (75-m) sieveshall not exceed 3 %.6.1.2 The fin

19、eness modulus shall fall between 2.05 and 3.05.If the fineness modulus varies by more than 0.25 from thevalue assumed in selecting proportions for the plaster, theaggregate shall be rejected unless adjustments are made inproportions to compensate for change in grading.NOTE 1The gradation of aggregat

20、e used in portland cement-basedplaster affects the workability, shrinkage characteristic porosity, anddurability of the plaster.6.1.3 Aggregate failing to meet only the gradation limits ofthis specification shall be permitted to be used, provided thesupplier furnishes satisfactory documentation to t

21、he specifierthat the plaster made with the aggregate has an acceptabledemonstrated performance record.6.2 Aggregate for Finish Coat Plaster Aggregate forfinish coat plaster shall all pass the No. 8 (2.36 mm) sieve andmeet the remaining gradation requirements of 6.1, exceptwhere special texture finis

22、hes require gradation of aggregateoutside of these limits.6.2.1 When special texture finishes require gradation of theaggregate outside of the limits of 6.1, sample panels shall berequired and evaluated in accordance with criteria defined inthe purchase agreement.NOTE 2Special texture finishes may r

23、equire modification of theplaster formulation and application to compensate for the effect ofaggregate gradation.7. Sampling and Testing7.1 The aggregate shall be sampled and tested as specifiedin the following methods, except as otherwise specified in thisspecification:7.1.1 Sampling, Practice D75.

24、7.1.2 Fineness Modulus, Terminology C 125, is obtained byadding the total percentages shown by the sieve analysis to beretained on each of the sieves in 6.1, except the No. 200 (75m) sieve, and dividing the sum by 100.7.1.3 Materials Finer than No. 200 (75-m) Sieve, TestMethod C117by washing.7.1.4 F

25、riable Particles, Test Method C 142.7.1.5 Light Constituents, Test Method C 123.7.1.6 Organic Impurities, Test Method C40.7.1.7 Soundness, Test Method C88.7.1.8 Sieve Analysis, Test Method C 136.8. Inspection8.1 Inspection of the material shall be agreed upon betweenthe purchaser and supplier as par

26、t of the purchase contract.9. Rejection and Rehearing9.1 Any rejection shall be based upon the specific cause offailure to conform to the requirements of this specification, andshall be reported to the seller within ten working days from thereceipt of the shipment by the purchaser.9.2 Claims for reh

27、earing shall be valid only if made within20 working days from receipt of notice of specific cause forrejection.10. Certification10.1 When specified in the purchase order a producers orsuppliers certification shall be furnished to the purchaser thatthe material was prepared or manufactured in accorda

28、nce withthis specification and has been found to meet the specifiedrequirements.11. Packaging and Package Marking11.1 Where packaged, the materials shall be packaged insubstantial commercial containers of the type, size, and kindcommonly used for the purpose, so constructed as to preservethe content

29、s in good condition, and to ensure acceptance andsafe delivery by common or other carriers, at the lowest rate, tothe point of delivery.11.2 The containers shall be so made that the contents canbe partially removed without destroying the containers abilityto serve as a receptacle for the remainder o

30、f the contents.11.3 The containers shall be labeled to show the content,weight, and the name of the manufacturer or supplier.11.4 Where delivered in bulk quantities, the bill of ladingshall show the quantity by weight, or cubic yards, and the nameof the manufacturer or supplier.11.5 Each package or

31、container shall be marked with thename of manufacturer, description of contents, and amount.12. Keywords12.1 aggregate; fine aggregate; gradation; natural and manu-factured sand; particle shape and size; plaster stucco;soundnessC897052SUMMARY OF CHANGESCommittee C11 has identified the location of se

32、lected changes to this specification since the last issue,C 897 00, that may impact the use of this specification. (Approved December 1, 2005)(1) Added new paragraph 6.1.3.(2) Revised paragraph 7.1.2.ASTM International takes no position respecting the validity of any patent rights asserted in connec

33、tion with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsib

34、le technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful con

35、sideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100

36、Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).C897053