ASTM F901-2001(2007) Standard Specification for Aluminum Transmission Tower Bolts and Nuts《铝制传送塔螺栓和螺母标准规范》.pdf
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1、Designation: F 901 01 (Reapproved 2007)Standard Specification forAluminum Transmission Tower Bolts and Nuts1This standard is issued under the fixed designation F 901; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last
2、 revision. A 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 aluminum structural bolts andnuts for use in the construction of aluminum transmissiontowers, s
3、ubstations, and similar aluminum structures.1.2 Diameters of bolts and nuts furnished to this specifica-tion are58 ,34 , and78 in.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for inf
4、ormation onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2B 565 Test Method for Shear Testing of Aluminum andAluminum-Alloy Rivets and Cold-Heading Wire and RodsD 3951 Practice for Commercial PackagingE29 Practice for Using Significant Digits in Test Data toDetermine Co
5、nformance with SpecificationsE34 Test Methods for ChemicalAnalysis ofAluminum andAluminum-Base AlloysE55 Practice for Sampling Wrought Nonferrous Metals andAlloys for Determination of Chemical CompositionE 101 Test Method for Spectrographic Analysis of Alumi-num and Aluminium Alloys by the Point-to-
6、Plane Tech-nique3E 227 Test Method for Optical Emission SpectrometricAnalysis of Aluminum and Aluminum Alloys by thePoint-to-Plane Technique4F 606 Test Methods for Determining the Mechanical Prop-erties of Externally and Internally Threaded Fasteners,Washers, Direct Tension Indicators, and RivetsF 1
7、470 Guide for Fastener Sampling for Specified Mechani-cal Properties and Performance Inspection2.2 ASME Standards:5B1.1 Unified Inch Screw Threads (UN and UNR ThreadForm)B18.2.1 Square and Hex Bolts and Screws (Inch Series)Addenda AB18.2.2 Square and Hex Nuts2.3 Military Standard:MIL-STD-A-8625 Anod
8、ic Coatings forAluminum andAlu-minum Alloys63. Ordering Information3.1 Orders for bolts and nuts under this specification shallinclude the following:3.1.1 Quantity (number of pieces of each item and size);3.1.2 Name of item;3.1.3 Size (diameter, threads per inch, length);3.1.4 Alloy number;3.1.5 Shi
9、pment lot testing, as required (see SupplementaryRequirements S1);3.1.6 Source inspection, if required (see Section 14);3.1.7 Certificate of compliance or test report, if required(see Section 16);3.1.8 Additional requirements, if any, to be specified on thepurchase order (see 4.2.1, 4.2.3, 8.2.1, 8.
10、2.2, 9.2, 12.1, and13.1);3.1.9 Supplementary requirements, if any; and3.1.10 ASTM specification and year of issue.NOTE 1Example: 10 000 pieces Aluminum Transmission Tower Bolt,0.750-10 by 2.00 in., Alloy 2024-T4, Furnish Certificate of Compliance,Supplementary Requirement S2, ASTM F 901XX.4. Materia
11、ls and Manufacture4.1 MaterialsBolts shall be manufactured from Alloy2024 and nuts from Alloy 6061 or 6262. The materialschemical composition shall be capable of developing themechanical properties required by Table 1, when in the finishedcondition.1This specification is under the jurisdiction of AS
12、TM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.04 on NonferrousFasteners.Current edition approved July 15, 2007. Published July 2007. Originallyapproved in 1984. Last previous edition approved in 2001 as F 901 01.2For referenced ASTM standards, visit the ASTM websi
13、te, 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.3Withdrawn.4Withdrawn.5Available from Global Engineering Documents; 15 Inverness Way East,Englewood, CO 80112.6Av
14、ailable from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094 Attn: NPODS.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.2 Manufacture:4.2.1 FormingUnless otherwise specified, t
15、he bolts andnuts shall be cold formed, hot formed, or machined fromsuitable material at the option of the manufacturer.4.2.2 ConditionThe fasteners shall be furnished in thefollowing conditions:Alloy Fastener Condition2024-T4 bolts solution treated and naturally aged6061-T6 nuts solution treated and
16、 artificially aged6262-T9 nuts solution treated, artificially aged, andcold worked4.2.3 ThreadsUnless otherwise specified, the threads shallbe rolled or cut at the option of the manufacturer.5. Chemical Composition5.1 Chemical Composition LimitsThe bolts and nuts shallconform to the requirements as
17、to chemical compositionprescribed in Table 2.5.2 Manufacturers AnalysisWhen test reports are re-quired on the inquiry or purchase order (see 3.1.7), themanufacturer shall furnish a certificate of conformance certi-fying compliance with the chemical limits specified in Table 2.5.3 Product Analysis:5.
18、3.1 Product analyses may be made by the purchaser fromfinished products representing each lot. The chemical compo-sition thus determined shall conform to the requirements inTable 2.5.3.2 In the event of disagreement, a referee chemicalanalysis shall be performed if agreed upon by both parties. Asamp
19、le as required by Table 3 shall be selected for each lot.Chemical analysis shall be performed to the requirements of13.1 and the result shall conform to Table 2.6. Mechanical Properties6.1 BoltsBolts having a length three times the diameter orlonger shall be tested full size as specified in 13.2.2.
20、At themanufacturers option, bolts of less than 3 diameters in lengthmay be tested in full size as specified in 13.2.2. Bolts subjectedto tension tests shall meet the tensile strength requirementsspecified in Table 1. Bolts of less than 3 diameters in length orfor other reasons cannot be tested full
21、size in tension, shall besubject to a shear test to be performed in accordance with12.2.1. The test results shall conform to the following mini-mum shear-strength requirements: 37 ksi (255 MPa) for2024-T4.6.2 NutsNuts shall be tested in accordance with themechanical requirements for the applicable t
22、ype and shall meetthe minimum proof-load requirements in Table 1.7. Significance of Numerical Limits7.1 For purposes of determining compliance with the speci-fied limits for requirements of the properties listed in thisspecification, an observed value or calculated value shall berounded in accordanc
23、e with Practice E29.8. Dimensions8.1 Bolts and Nuts:8.1.1 BoltsBolts shall be full-size body in accordancewith the requirements of AMSE B18.2.1, except the full-bodylength listed in Table 4 shall be the basis of manufacture andinspection. Unless otherwise specified, hex bolts shall befurnished. The
24、ends of the bolts need not be chamfered orpointed.8.1.2 NutsThe dimensions of the nuts shall be in accor-dance with the requirements of ASME B 18.2.2. Unlessotherwise specified, nuts are to be either the regular hex seriesor a recessed hex series that allows penetration of the boltthreads into the n
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