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本文(ASTM C641-2009 Standard Test Method for Iron Staining Materials in Lightweight Concrete Aggregates《轻质混凝土集料中着色(染色)材料的标准试验方法》.pdf)为本站会员(priceawful190)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASTM C641-2009 Standard Test Method for Iron Staining Materials in Lightweight Concrete Aggregates《轻质混凝土集料中着色(染色)材料的标准试验方法》.pdf

1、Designation: C 641 09Standard Test Method forIron Staining Materials in Lightweight Concrete Aggregates1This standard is issued under the fixed designation C 641; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last rev

2、ision. 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. Scope*1.1 This test method covers the testing of light

3、weightconcrete aggregates to evaluate the potential degree of stainingfrom iron compounds.1.2 The values stated in SI units are to be regarded as thestandard. The inch-pound values given in parentheses areprovided for information only.1.3 This standard does not purport to address the safetyproblems

4、associated with its use. It is the responsibility of theuser of this standard to establish appropriate safety and healthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2C330 Specification for Lightweight Aggregates for Struc

5、-tural ConcreteC331 Specification for Lightweight Aggregates for Con-crete Masonry UnitsC702 Practice for Reducing Samples of Aggregate to Test-ing SizeD75 Practice for Sampling AggregatesE11 Specification for Woven Wire Test Sieve Cloth and TestSievesE832 Specification for Laboratory Filter Papers3

6、. Significance and Use3.1 This test method evaluates the potential degree ofstaining attributable to the presence of iron compounds in alightweight aggregate sample primarily by means of a visualclassification method. Such compounds may or may notproduce stains on the surface of the concrete in whic

7、h theaggregate is incorporated.4. Apparatus4.1 BalanceAbalance or scale accurate to within 0.1 % ofthe test load at any point within the range of use.4.2 Sieves 9.5-mm (38-in.) and 600-m (No. 30) sievesconforming to Specification E11.4.3 Filter Papershall comply with Specification E832class E2 with

8、a minimum diameter of 250 mm.4.4 Cheesecloth WrappingTwo thicknesses, reagent gradecheesecloth, approximately 457 mm (18 in.) square is sufficientfor wrapping each sample.4.5 Steam BathAny suitable apparatus that will meet therequirement of the test procedure. Water in the steam bath, andmakeup wate

9、r, shall be iron-free water or distilled water.NOTE 1An oven top glassware sterilizer made of nonferrous materialsis satisfactory.5. Reagents5.1 Purity of ReagentsReagent grade chemicals shall beused in all tests. Unless otherwise indicated, it is intended thatall reagents shall conform to the speci

10、fications of the Commit-tee on Analytical Reagents of the American Chemical Society,where such specifications are available.35.2 Purity of WaterUnless otherwise indicated, referencesto water shall be understood to mean distilled water or water ofequal purity.5.3 Concentration of Reagents:5.3.1 Conce

11、ntrated Acid and Ammonium HydroxideWhenreagents are specified by name it shall be understood thatconcentrated reagents of the following specific gravity areintended:Hydrochloric acid (HCl) sp gr 1.19Ammonium hydroxide (NH4OH) sp gr 0.905.3.2 Diluted acid is described in terms of the number ofvolumes

12、 of the concentrated reagent to be added to a givennumber of volumes of water. Thus HCl (1 + 2) means 1 volumeof HCl (sp gr 1.19) added to 2 volumes of water.1This test method is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of Subco

13、mmitteeC09.21 on Lightweight Aggregates and Concrete.Current edition approved Oct. 1, 2009. Published November 2009. Originallyapproved in 1969. Last previous edition approved in 2007 as C 641 07. DOI:10.1520/C0641-09.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact AS

14、TM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3“Reagent Chemicals, American Chemical Society Specifications,” Am. Chemi-cal Soc., Washington, DC. For suggestions on the testing of reagents

15、not listed bythe American Chemical Society, see “Reagent Chemicals and Standards,” by JosephRosin, D. Van Nostrand Co., Inc., New York, NY, and the “United StatesPharmacopeia.”1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO B

16、ox C700, West Conshohocken, PA 19428-2959, United States.6. Sampling6.1 Sample in accordance with Practice D75.6.2 After reducing a field sample to an appropriate size inaccordance with Practice C702, thoroughly dry the aggregateand prepare by sieving material to pass the 9.5-mm (38-in.)sieve and is

17、 retained on the 600-m (No. 30) sieve.7. Procedure7.1 Select two portions each weighing 100 g from theaggregate sample prepared for test.7.2 Crimp the edges of two filter papers to form cup-shapedreceptacles approximately 130 mm (5 in.) in diameter and 60mm (212 in.) in depth. Place one of the 100-g

18、 portions in eachfilter cup, spreading to a uniform depth. Fold the sides of thecup to the center and press in that position.7.3 Wrap both portions of the prepared sample, one on topof the other, in cheesecloth. Saturate with distilled water andexpose to steam in the steam bath for 16 h, adding dist

19、illedwater as make-up water as required.7.4 Remove from the steam bath, and carefully remove theaggregate from the filter papers. Wash both papers in water,place on a watch glass, and oven dry at a temperature of 110 65 C (230 6 9 F). The insoluble products of the decomposi-tion of iron compounds in

20、 the aggregate will be deposited onthe filter paper as red, green, or black stains.7.5 Rate the extent of staining on the filter papers by theVisual Classification Method.7.5.1 Visual Classification MethodEvaluate the extent andintensity of the stains on the filter paper in accordance with thephotog

21、raphic stain index reference standards shown in Figs.1-5: The photographic stain index ranges from No Stain (stainindex = 0) to a Very Heavy Stain (stain index = 100).7.6 When required by Specification C330 and SpecificationC331, follow the procedure of the Chemical Analysis Method.7.6.1 Chemical An

22、alysis MethodThe iron deposits maybe dissolved from the filter papers by careful application ofHCl from a dropping bottle and rinsing with hot distilled waterfrom a wash bottle. Otherwise, dissolve the iron compound onthe washed and dried filter papers by digesting in HCl (1 + 1)and filtering out th

23、e residue of filter pulp washing thoroughlywith hot water. Precipitate the iron in the filtrate as ferrichydroxide Fe(OH)3by adding NH4OH dropwise to neutralizethe acid using methyl red indicator solution. Redissolve theFe(OH)3precipitate using 10 cm3of HCl (1 + 1) and determinethe iron quantitative

24、ly as Fe2O3by standard titration proce-dures.NOTE 2The iron may be determined by using other standard quanti-tative procedures.8. Calculation8.1 Calculate the determined Fe2O3to the nearest 0.01 mg(to be reported to the nearest 0.1) as follows:Fe2O3, mg/200 g 5 E 3 V (1)where:E =Fe2O3equivalent of s

25、tandard titration solution, mg/mL,V = millilitres of standard titration solution required by thestains from the 200-g sample.9. Report9.1 The report shall include the following:9.1.1 Identification of the sample,Stain Index = 100FIG. 1 Visual Degree of StainingC6410929.1.2 Stain index, as evaluated

26、by the Visual ClassificationMethod, when required, and9.1.3 Iron content as milligrams of Fe2O3per 200 g ofsample evaluated by the Chemical Analysis Method.10. Precision and Bias10.1 PrecisionThe precision of this test method has notyet been determined, but an interlaboratory testing program isunder

27、way. The precision statements will be included when thedata are compiled and reviewed.10.2 BiasBias for this test method cannot be determinedsince there is no reference standard available for comparison.11. Keywords11.1 iron; lightweight aggregate; stainingStain Index = 80FIG. 2Stain Index = 60FIG.

28、3Stain Index = 40FIG. 4C641093SUMMARY OF CHANGESCommittee C09 has identified the location of selected changes to this test method since the last issue,C 641 07, that may impact the use of this test method. (Approved October 1, 2009)(1) Revised 4.3.ASTM International takes no position respecting the

29、validity of any patent rights asserted in connection 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

30、subject to revision at any time by the responsible 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 Head

31、quarters. Your comments will receive careful consideration 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 sta

32、ndard is copyrighted by ASTM International, 100 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).Stain Index = 20FIG. 5C641094

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