ASTM F2482-2005 Standard Specification for Load-Indicating Externally Threaded Fasteners《负荷指示外螺纹紧固件用标准规范》.pdf
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1、Designation: F 2482 05Standard Specification forLoad-Indicating Externally Threaded Fasteners1This standard is issued under the fixed designation F 2482; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A
2、number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers externally threaded bolts,studs, and cap screws as defined in Table 1, herein calledfasteners, capable of in
3、dicating clamping forces up to yieldstrength during the tightening process or post installationresidual tension, or both. Load-indicating fasteners utilizemechanical, electronic, or ultrasonic means to indicate fastenertension.1.2 This specification covers bolt diameters14 to 7 in.inclusive.1.3 Thes
4、e fasteners provide a means to verify the desiredclamp load in critical applications upon installation and inservice.1.4 The following precautionary statement pertains only tothe test method portion, Section 11, of the specification: Thisstandard does not purport to address all of the safety concern
5、s,if any, associated with its use. It is the responsibility of the userof 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:2A 193/A 193M Specification for Alloy-Steel an
6、d StainlessSteel Bolting Materials for High-Temperature ServiceA 325 Specification for Structural Bolts, Steel, Heated,120/105 ksi Minimum Tensile StrengthA 354 Specification for Quenched and Tempered AlloySteel Bolts, Studs, and Other Externally Threaded Fasten-ersA 449 Specification for Quenched a
7、nd Tempered SteelBolts and StudsA 490 Specification for Structural Bolts, Alloy Steel, HeatTreated, 150 ksi Minimum Tensile StrengthE4 Practices for Force Verification of Testing MachinesE 1685 Practice for Measuring the Change in Length ofFasteners Using the Ultrasonic Pulse-Echo TechniqueF 1470 Gu
8、ide for Fastener Sampling for Specified Mechani-cal Properties and Performance InspectionF 1789 Terminology for F16 Mechanical Fasteners3. Terminology3.1 Terms used in this specification are defined in Termi-nology F 1789, unless otherwise specified herein.3.2 Definitions:3.2.1 calibration of accura
9、cy lotlot shall consist of allload-indicating fasteners processed essentially togetherthrough all operations to the shipping container that are of thesame nominal size, the same nominal length, andmanufactured/calibrated from the same mill heat of steel. Thislot is used for the purpose of assigning
10、an identification numberand from which calibrated samples shall be selected.3.2.2 load-indicating fastenerexternally threaded fastenerequipped with a load indicating device capable of measuringfastener tension during the tightening process or residualtension after tightening, or both.4. Classificati
11、on4.1 This specification covers the following four differenttypes of load-indicating fasteners:4.1.1 Mechanical Dial Type (MT)This type of fastenerincorporates a dial on the head of the bolt or end of the stud thatcontinuously displays the tension in the fastener.4.1.2 Electronic Type (ET) This type
12、 of fastener employsan electronic measuring device attached to the head or end toobtain readings indicating the tension in the fastener.4.1.3 Strain Gauge Type (ST)This type of fastener incor-porates a bonded device wired in a wheatstone bridge configu-ration which, through changes in relative resis
13、tance, reportstension in the fastener.4.1.4 Ultrasonic Type (UT)This type of fastener incorpo-rates an acoustic coupling device using pulse-echo techniquecapable of converting time-of-flight (TOF) measurements intoexisting fastener tension.4.2 Various grades are listed in Table 1.1This specification
14、 is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,Nuts, Rivets, and Washers.Current edition approved Dec. 1, 2005. Published December 2005.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact
15、 ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Ordering Information5.
16、1 Orders for load indicating fasteners shall include thefollowing:5.1.1 Quantity;5.1.2 Size, including nominal diameter, thread pitch andlength;5.1.3 Head style of fastener component;5.1.4 ASTM designation, grade, and type, as applicable forfastener component (see 4.1 and Table 1);5.1.5 Coating or f
17、inish, if required;5.1.6 Test report or certificate of compliance, if required;and5.1.7 Special requirements, if required.NOTE 1A typical ordering information follows: 1000 pieces, 1-8 3 8Heavy Hex Structural BoltASTM XXXX Grade. 325-1, Mechanical Dial,Electrodeposited Zinc Coating ASTM F 1941 Coati
18、ng FeZn, Thickness 5.Include Test Report required.6. Materials and Manufacture6.1 All load-indicating fasteners shall be manufactured orprocessed to ensure no degradation of the mechanical proper-ties of the fastener component from which the load-indicatingfastener is derived (see Section 7).6.1.1 T
19、ype MT load-indicating fasteners shall incorporate acalibrated dial capable of displaying fastener tension readingsup to the yield strength of the fastener.6.1.2 Type ET load-indicating fasteners shall incorporate ameasuring device capable of displaying load indications up tothe yield strength on a
20、digital readout.6.1.3 Type ST load-indicating fasteners shall incorporatepermanently bonded electronic-resistance devices configuredin a Wheatstone Bridge configuration. The fastener shall thenbe capable of being connected to an electronic unit to measureinstalled tension between 0 and 100 % of the
21、proof-load of thefastener.6.1.4 Type UT load-indicating fasteners shall incorporate anacoustic coupling device to the end of the fastener, using apulse-echo technique capable of converting time-of-flight(TOF) measurements into existing fastener tension (see Prac-tice E 1685).7. Chemical and Mechanic
22、al Properties7.1 The chemical and mechanical properties shall be dic-tated by the associated ASTM specification to which theload-indicating features are being added. See Table 1.8. Performance Requirements8.1 Calibration of AccuracyThe load-indicating fastenershall be calibrated to 65 % accuracy up
23、to the proof load of thefastener unless otherwise specified at the time of order.8.2 Field TestsThe purchaser shall have the option ofperforming field tests to verify calibration accuracy. Whenexercised, the load-indicating fasteners and all lots shalldemonstrate an accuracy of 65 % when tested in a
24、ccordancewith Appendix X1.9. Dimensions9.1 All dimension requirements with the exception of head-height on bolts and cap screws shall be in conformance withthe requirements of the applicable dimensional specification ofthe fasteners. Head height may be increased by 1.0 in. max. toincorporate load-in
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