ASTM A489-2018e1 Standard Specification for Carbon Steel Eyebolts《碳钢吊环螺栓标准规范》.pdf

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1、Designation: A489 181Standard Specification forCarbon Steel Eyebolts1This standard is issued under the fixed designation A489; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indic

2、ates 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 U.S. Department of Defense.1NOTEA value in Table 2 was editorially corrected in May 2018.1. Scope*1.1 This specific

3、ation covers chemical, physical and me-chanical requirements for forged, carbon steel threaded eye-bolts intended for overhead lifting.1.2 The specification includes two types denoting shankpattern and two styles denoting shank length (both defined inASME B 18.15) as follows:1.2.1 Type 1Plain patter

4、n (straight shank).1.2.2 Type 2Shoulder pattern.1.2.3 Style ALong length.1.2.4 Style BShort length.1.3 The values stated in inch-pound units are to be regardedas standard. No other units of measurement are included in thisstandard.1.4 The terms used in this specification are defined inTerminology F1

5、789 unless otherwise defined herein.1.5 The following safety hazard caveat pertains to the testmethods portion of this specification: This standard does notpurport to address all of the safety concerns, if any, associatedwith its use. It is the responsibility of the user of this standardto establish

6、 appropriate safety, health, and environmentalpractices and determine the applicability of regulatory limita-tions prior to use.1.6 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for th

7、eDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A751 Test Methods, Practices, and Terminology for Chemi-cal Analysis of Steel ProductsF541 Specification f

8、or Alloy Steel EyeboltsF606/F606M Test Methods for Determining the MechanicalProperties of Externally and Internally ThreadedFasteners, Washers, Direct Tension Indicators, and RivetsF1470 Practice for Fastener Sampling for Specified Me-chanical Properties and Performance InspectionF1789 Terminology

9、for F16 Mechanical FastenersF1941/F1941M Specification for Electrodeposited Coatingson Mechanical Fasteners, Inch and MetricF2329/F2329M Specification for Zinc Coating, Hot-Dip,Requirements for Application to Carbon and Alloy SteelBolts, Screws, Washers, Nuts, and Special ThreadedFasteners2.2 ASME S

10、tandards:3B1.1 Unified Inch Screw Threads (UN and UNR ThreadForm)B1.3 Screw Thread Gaging Systems for Acceptability: Inchand Metric Screw Threads (UN, UNR, UNJ, M, and MJ)B18.15 Forged EyeboltsB18.24 Part Identifying Number (PIN) Code System Stan-dard for B18 Fastener Products3. Ordering Information

11、3.1 Orders for eyebolts under this specification shouldinclude the following information:3.1.1 ASTM specification number and date of issue.1This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,Nuts, Rive

12、ts and Washers.Current edition approved March 1, 2018. Published May 2018. Originallyapproved in 1964. Last previous edition approved in 2012 as A489 12. DOI:10.1520/A0489-18E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org.

13、For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Society of Mechanical Engineers (ASME), ASMEInternational Headquarters, Three Park Ave., New York, NY 10016-5990, http:/www.asme.org.*A Summary of Changes sec

14、tion appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision o

15、n Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13.1.2 Name of product (carbon steel eyebolt).3.1.3 Nominal Size.3.1.4 Type and style (see 1.2).3.1.5 Number of pieces.3.1.6 Coati

16、ng, if required (see 9.4).3.1.7 Supplementary requirements, if required.3.1.8 Certification, if required (see Section 13).3.1.9 Drawing, if nonstandard eyebolts are required (see7.2).3.1.10 Other special requirements.3.1.11 Size, nominal thread diameter and threads.3.1.12 Part Identifying Number (PI

17、N), if required (seeASME B18.24).4. Materials and Manufacture4.1 Melting ProcessThe steel shall be made by the open-hearth, basic-oxygen, or electric-furnace process and shall bemade to a fine-grain practice.4.2 ForgingThe eyebolts shall be forged without welds.4.3 Heat TreatmentThe eyebolts shall b

18、e liquid quenchedand tempered prior to machining the threaded end.4.4 MachiningThe eyebolts shall be machined after thequench and temper operation.4.5 ThreadsThe eyebolts shall be threaded. Threads maybe rolled, cut, or ground.5. Chemical Composition5.1 LimitsThe eyebolts shall be manufactured from

19、steelshaving a heat analysis conforming to the requirements in Table1.5.2 Product Analysis:5.2.1 Analyses of finished eyebolts may be made by thepurchaser or may be requested to be made by the manufacturer.The composition thus determined shall conform to the productanalysis requirements specified in

20、 Table 1.5.3 Chemical analyses shall be performed in accordancewith A751 Test Methods, Practices, and Terminology forChemical Analysis of Steel Products.6. Mechanical Properties6.1 Proof LoadThe lifting eyes shall withstand the proofload specified in Table 2.6.1.1 The proof load is defined as the lo

21、ad that can beapplied to the eyebolt without causing permanent deformation.Prick punch marks shall be applied at opposite ends of thediameter across the eye. The proof load shall be applied byscrewing the eyebolt to the full thread engagement into a blocksecured in one jaw of the testing machine and

22、 held to the otherjaw by means of a mandrel passing through the eye. The roundmandrel shall have a diameter equal to one half of the insidediameter of the eye. The proof load shall be applied at amaximum cross head speed of 0.12 in. per minute, held for 10s. and then released. Permanent deformation

23、of the eyeboltexceeding 0.01 in. between the prick punch marks constitutesa failure.6.2 Breaking StrengthThe lifting eyes shall conform to thebreaking strength specified in Table 2.6.2.1 The breaking strength shall be determined by screw-ing the eyebolt to the full thread engagement into a blocksecu

24、red in one jaw of the testing machine and held to the otherjaw by means of a mandrel passing through the eye. The roundmandrel shall have a diameter equal to one half of the insidediameter of the eye. The load shall be applied at a maximumcrosshead speed of 0.12 in. per minute until fracture. Fractu

25、reof the eyebolt below the specified breaking strength or strip-ping of the threads constitutes a failure6.3 Tensile TestA specimen machined from a finishedeyebolt shall conform to the tensile requirements specified inTable 3.6.3.1 When the eyebolt is too small to have a tensile barmachined from it,

26、 a test specimen from the same heat of steeland same heat treatment lot or charge as the eyebolts to betested shall be used to establish the tensile properties of thematerial in accordance with 6.3.TABLE 1 Chemical CompositionElement Heat Analysis Product AnalysisCarbon 0.48 max 0.51 maxManganese 1.

27、00 max 1.06 maxPhosphorus 0.040 max 0.048 maxSulfur 0.050 max 0.058 maxSilicon 0.150.35 0.120.38TABLE 2 Breaking Strength and Proof Load Requirements, Types1and2NominalThread SizeThread Size Tensile StressAreaABreakingStrength,minBProof Load,minCin. in. in.2lbf lbf1414 20 0.0318 2 100 800516516 18 0

28、.0524 3 400 1 4003838 16 0.0775 5 000 2 000716716 14 0.1063 6 900 2 8001212 13 0.1419 9 200 3 700916916 12 0.182 11 8004 7005858 11 0.226 14 700 5 9003434 10 0.334 21 700 8 7007878 9 0.462 30 000 12 0001 18 0.606 39 400 15 800118 118 7 0.763 49 600 19 800114 114 7 0.969 63 000 25 200112 112 6 1.405

29、91 300 36 500134 134 5 1.90 123 500 49 4002 2412 2.50 162 500 65 000212 212 4 4.00 260 000 104 000AThe stress area is calculated as follows:As = 0.7854 D (0.9743/n)2Tabulated values agree with ASME B1.1, Table 6.where:As = stress area, in.2,D = nominal bolt size, andn = threads per inch.BBased on te

30、nsile strength of 65 000 psi. Values are rounded to the nearest 100lbs.CProof load is defined as 200 % of the 0 degree rated capacity specified in ASMEB18.15 for Type 1 plain pattern eyebolts. Note that the rated capacity in ASMEB18.15 is defined as 20 % of the A489 breaking strength. Values are rou

31、nded tothe nearest 100 lbs.Editorially corrected in May 2018.A489 18126.3.2 The tensile properties shall be determined in accor-dance with Test Methods F606/F606M.6.4 Bend TestType 1 straight shank eyebolts 112 in. or lessin diameter, after being screwed into a steel block to the fullthread length a

32、nd bent 45 by pressure, shall not exhibit anyvisible surface ruptures in the unthreaded section of the eyeboltwhen examined at 10 magnification.7. Dimensions7.1 The the eyebolts dimensions shall conform to therequirements in accordance with ASME B 18.15 unless other-wise specified.7.2 When dimension

33、s other than specified in 7.1 arerequired, they shall be in accordance with the purchasersdrawing. In such cases, the proof load and breaking strengthrequirements are not applicable because the manufacturercannot be assured that the purchasers proprietary design canwithstand the loads in this specif

34、ication. The machined speci-men tensile, impact, and bend tests shall apply in addition to allother requirements of this specification.8. Threads8.1 Threads shall be Class 2AUnified Coarse Thread Seriesin accordance with ASME B1.1.8.2 Thread gauging shall be System 21 in accordance withASME B1.3.9.

35、Workmanship, Finish, and Appearance9.1 The eyebolts shall be descaled.9.2 The eyebolts shall be free of injurious imperfections thatwould make them unsuitable for the intended use.9.3 The threads shall be undamaged upon receipt by thepurchaser as demonstrated by the ability to accept a Go Threadring

36、 gauge with normal hand force.9.4 When zinc electroplating is specified, the coating shallbe zinc Fe/Zn5 in accordance with Specification F1941/F1941M. When galvanizing is specified, the coating shall behot dip galvanized in accordance with Specification F2329/F2329M.10. Number of Tests and Retests1

37、0.1 Lot Definition:10.1.1 Alot shall consist of all eyebolts of one nominal sizeproduced from one heat of steel and heat treated at one time.10.1.2 If heat treated continuously rather than charge basis,then every 8 hours of continuous operation.10.2 Number of Tests:10.2.1 The necessary sampling plan

38、 and the number of teststhat must be performed to demonstrate that the requirements ofthis standard are met for each lot shall be in accordance withPractice F1470.11. Inspection11.1 The manufacturer shall afford the purchasers qualityassurance representative all reasonable facilities necessary tosat

39、isfy him that the eyebolts are being produced and furnishedin accordance with this specification. Mill inspection by thepurchaser shall not interfere unnecessarily with the manufac-turers operations.All tests and inspections shall be made at theplace of manufacture, unless otherwise agreed to.12. Re

40、jection and Rehearing12.1 The disposition of nonconforming lots shall be inaccordance with Section 8 of Practice F1470.13. Certification13.1 When specified by the purchaser, a test report shall befurnished for each lot showing the following:13.1.1 Heat analysis and heat number(s),13.1.2 Results of p

41、roof load, breaking strength, tensile, andbend tests,13.1.3 Statement of compliance with grain sizerequirements,13.1.4 Results of any supplementary requirements invoked,13.1.5 Purchase order number,13.1.6 Lot number(s), and13.1.7 ASTM specification number, including type, style,and date of issue.14.

42、 Responsibility14.1 The party responsible for the eyebolt shall be theorganization that supplies the eyebolt to the purchaser.15. Product Marking15.1 Each eyebolt shall have the manufacturers name oridentification mark and “A489” forged in raised characters onthe surface of the eyebolt.16. Packaging

43、 and Package Marking16.1 Packaging:16.1.1 Packaging shall be to the manufacturers standardpackaging practice or as agreed between the purchaser andsupplier.16.2 Package Marking:16.2.1 Each shipping unit shall include or be plainly markedwith the following information:16.2.1.1 ASTM designation and Ty

44、pe and Style.16.2.1.2 Nominal size.16.2.1.3 Name of the manufacturer or responsible party.16.2.1.4 Number of pieces.16.2.1.5 Lot number.16.2.1.6 Part Identifying Number.16.2.1.7 Purchase order number (when specified in theorder).16.2.1.8 Country of origin.TABLE 3 Tensile Properties for Machined Spec

45、imensTensile strength 65 00090 000 psiYield strength 30 000 psiElongation in 4D, min 30 %Reduction of area, min 60 %A489 181317. Keywords17.1 carbon steel; eyeboltSUPPLEMENTARY REQUIREMENTSThe following supplementary requirements shall be applied when specified by the purchaser on theinquiry and pur

46、chase order. Details of these requirements shall be agreed upon in writing between themanufacturer and purchaser.S1. Individual Proof Load TestsS1.1 Proof load test shall be conducted on each eyebolt inaccordance with 6.1. The results shall be reported to thepurchaser.USER INFORMATIONEyebolts manufa

47、ctured in accordance with this standard should only be used at temperatures between 32 F and 275 F. Refer to ASMEB18.15 for additional usage guidance. For use at temperatures below 32 F, refer to alloy steel eyebolts in accordance with SpecificationF541.SUMMARY OF CHANGESCommittee F16 has identified

48、 the location of selected changes to this standard since the last issue (A48912)that may impact the use of this standard.(1) This standard has been completely re-written. Changes arenot identified due to the extent of the changes.(2) Load values in Table 2 were revised based on consistentrounding.(3

49、) Thread size in Table 2 corrected for typographical error.(4) Grain size testing has been deleted since current manufac-turing process make this unnecessary. The previous require-ment for a minimum grain size of 5 was not stringent.(5) Impact testing has been deleted since usage of carbon steeleyebolts should be restricted to greater than 32 F making suchtesting unnecessary.(6) Product marking (A489) was added to facilitate identifica-tion and to provide comparison with Specification F541produ