ASTM F1789-2007b Standard Terminology for F16 Mechanical Fasteners《F16机械紧固件的标准术语》.pdf
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1、Designation: F 1789 07bStandard Terminology forF16 Mechanical Fasteners1This standard is issued under the fixed designation F 1789; 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
2、indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This terminology standard provides a compilation ofdefinitions for terminology used for mechanical fasteners.1.2 Terms in this terminology are organized alp
3、habetically.In Appendix X1 they are listed under fastener characteristic.1.3 Additional definitions are shown in ANSI/ASMEB18.12; IFI Glossary of Terms, IFI-139 and IFI-140; andSAE J412.2. Referenced Documents2.1 ASTM Standards:2A 563 Specification for Carbons and Alloy Steel NutsE 456 Terminology R
4、elating to Quality and Statistics2.2 ANSI/ASME Standard:3B18.12 Glossary of Terms for Mechanical Fasteners2.3 IFI Standards:4Glossary of Terms Relating to Aerospace FastenersIFI-139 Quality Assurance Requirements for Fastener Test-ing LaboratoriesIFI-140 Carbon and Alloy Steel Wire, Rods, and Bars f
5、orMechanical Fasteners2.4 SAE Standard:5SAE J412 General Characteristics and Heat Treatments ofSteels3. Mechanical Fastener Definitionsacceptance numbernumerical value representing the maxi-mum number of permissible non-conformances within asample submitted for testing and acceptance of the popula-t
6、ion.age hardenedprecipitation of constituents within certainalloy metals to increase mechanical properties.alloy groupmaterials grouped by their chemical designationand considered to be functionally or chemically similar forgeneral purpose use.alloy steelsteel is considered to be alloy when the maxi
7、mumrange given for manganese exceeds 1.65 % or a definiteminimum quantity for any of the following elements isspecified or required within the limits of the recognized fieldof constructional alloy steels: chromium, molybdenum,nickel, or any other alloying element added to obtain adesired alloying ef
8、fect.alterto change fastener properties such as hardness, tensilestrength, surface finish, length, or other characteristics of thefastener through such processes as heat treatment, plating,and machining.alteration distributordistributor of fasteners who alters afastener prior to sale and assumes the
9、 full responsibilities ofthe alteration and its affected mechanical and performancecharacteristics.anchor boltsteel rod or bar, one end of which is intended tobe cast in concrete while the opposite end is threaded andprojects from the concrete for anchoring other material to theconcrete. The end cas
10、t in concrete may be either straight orprovided with an anchor, such as a bent hook, forged head,or a tapped or welded attachment to resist forces imposed onthe anchor bolt as required.annealinggeneral term applied to a variety of thermaltreatments applied to fasteners for the purpose of softeningor
11、 homogenizing material properties. The specific types ofannealing are:full annealingheating steel above the upper critical transfor-mation temperature, holding it there long enough to fullytransform the steel to austenite, and then cooling it at acontrolled rate, in a furnace, to below a specified t
12、empera-ture. A full anneal refines grain structure and provides arelatively soft, ductile material that is free of internalstresses.intercritical annealing/isothermal annealingheating a steelabove the lower critical transformation temperature, butbelow the upper-critical transformation temperature,
13、to dis-solve all the iron carbides, but not transform all the ferrite toaustenite. Cooling slowly from this temperature, through thelower critical temperature, produces a structure of ferrite and1This terminology is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsib
14、ility of Subcommittee F16.94 on Terminology.Current edition approved Aug. 1, 2007. Published September 2007. Originallyapproved in 1997. Last previous edition approved in 2007 as F 1789 07a.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at servi
15、ceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.4Available from Industrial Fasteners Institu
16、te, 1717 E. 9th Street, Suite 1105,Cleveland, OH 44114.5Available from Society of Automotive Engineers (SAE), 400 CommonwealthDr., Warrendale, PA 15096-0001, http:/www.sae.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.pearlite
17、that is free of internal stresses. In intercriticalannealing, the steel continues to cool slowly in the furnace,similarly to full annealing. In isothermal annealing, coolingis stopped just below the lower critical, assuring completetransformation to ferrite and coarse pearlite, and eliminatingthe po
18、tential for bainite formation. The coarse pearlitestructure greatly improves machinability of medium carbonsteels.normalizingvariation of full annealing in which steel isheated above the upper critical temperature and is then aircooled in air, rather than in a furnace. Normalizing relievesthe intern
19、al stresses caused by previous working, and whileit produces sufficient softness and ductility for many pur-poses, it leaves the steel harder and with a higher tensilestrength than full annealing. To remove cooling stresses,normalizing if often followed by tempering.process annealingsometimes called
20、 subcritical annealing orstress relieving, performed at temperatures just below thelower critical temperature. Process annealing neither refinesgrains nor redissolves cementite, but does improve theductility and decreases residual stress in work-hardenedsteel.solution annealingheating an austenitic
21、stainless steel to atemperature that puts the carbides into solution. The steel isheld at this temperature long enough to achieve graingrowth. It is then quenched in a medium for fast cooling,which prevents most of the carbides from reprecipitating.The process achieves optimum creep strength.spheroi
22、dize annealingtype of subcritical annealing used tosoften steel and improve machinability. Heat treating finepearlite for a long time just below the lower criticaltemperature of the steel, followed by a very slow cooling,produces a spheroidal or globular form of the pearlite.stabilization annealingh
23、eating an austenitic stainless steelused in severe aqueous corrosion environments by firstsolution annealing and then reheating to about 1600F, andholding at that temperature. The treatment causes grainboundary precipitation of carbides, but also the hold timepermits the chromium remaining in the au
24、stenite solution toredistribute within the grains, restoring corrosion resistance,even adjacent to the grain boundaries.applicable standardsthose having the capability of beingapplied in some fashion to the host standard.arbitration hardness locationprescribed location on thefastener, such as at mid
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