ASTM F835-2012 Standard Specification for Alloy Steel Socket Button and Flat Countersunk Head Cap Screws 《合金钢凹圆头螺钉和平沉头螺钉的标准规范》.pdf
《ASTM F835-2012 Standard Specification for Alloy Steel Socket Button and Flat Countersunk Head Cap Screws 《合金钢凹圆头螺钉和平沉头螺钉的标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM F835-2012 Standard Specification for Alloy Steel Socket Button and Flat Countersunk Head Cap Screws 《合金钢凹圆头螺钉和平沉头螺钉的标准规范》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: F835 12Standard Specification forAlloy Steel Socket Button and Flat Countersunk Head CapScrews1This standard is issued under the fixed designation F835; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last
2、revision.Anumber in parentheses indicates the year of last reapproval.Asuperscriptepsilon () 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 specification covers the requirements fo
3、r quenchedand tempered alloy steel hexagon socket button (SBHCS)0.060 through 0.625 thread sizes and flat countersunk (SFHCS)0.060 through 1.5 thread sizes head cap screws having materialproperties for high-strength requirements.1.2 Fasteners meeting this specification are intended forshear-type app
4、lications and have tensile requirements rangingfrom 122 to 150 ksi.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 hazard statement applies only to the test methodsection, Section 11, of this specification. T
5、his standard doesnot purport to address all of the safety concerns, if any,associated with its use. It is the responsibility of the user of thisstandard to establish appropriate safety and health practicesand determine the applicability of regulatory limitations priorto use.2. Referenced Documents2.
6、1 ASTM Standards:2A751 Test Methods, Practices, and Terminology for Chemi-cal Analysis of Steel ProductsD3951 Practice for Commercial PackagingE3 Guide for Preparation of Metallographic SpecimensE18 Test Methods for Rockwell Hardness of Metallic Ma-terialsE112 Test Methods for Determining Average Gr
7、ain SizeE384 Test Method for Knoop and Vickers Hardness ofMaterialsF606M Test Methods for Determining the MechanicalProperties of Externally and Internally Threaded Fasteners,Washers, and Rivets (Metric)F788/F788M Specification for Surface Discontinuities ofBolts, Screws, and Studs, Inch and Metric
8、Series2.2 ASME Standards:3B18.3 Socket Cap, Shoulder and Set ScrewsInch SeriesB18.24 Part Identifying Number (PIN) Code System Stan-dard for B18 Fastener Products3. Ordering Information3.1 Orders for material under this specification shall includethe following:3.1.1 Quantity (number of screws).3.1.2
9、 Dimensions, including nominal thread designation,thread pitch, and nominal screw length (inches). A standardpart number may be used for this definition.3.1.3 Name of the screw: SBHCS or SFHCS.3.1.4 Coating, if required. If a protective finish other thanblack oxide is required, it must be specified
10、on the order orproduct standard.3.1.5 Lot testing, if required (see 10.3).3.1.6 Certification, if required (see 14.1).3.1.7 ASTM designation and year of issue.3.1.8 Any special requirements.3.1.9 For establishment of a part identifying system, seeASME B18.24.3.2 Example1000 pieces 0.250 20 3 0.375 S
11、BHCS lottensile test. ASTM F835XX.4. Materials and Manufacture4.1 The screws shall be fabricated from alloy steel made tofine grain practice. In the event of controversy over grain size,1This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility o
12、f Subcommittee F16.02 on Steel Bolts,Nuts, Rivets and Washers.Current edition approved May 1, 2012. Published June 2012. Originallyapproved in 1986. Last previous edition approved in 2004 as F835 041. DOI:10.1520/F0835-12.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontac
13、t ASTM Customer Service at serviceastm.org. 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,
14、http:/www.asme.org.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.referee tests on finished screws conducted in accordance withTest Methods E112 shall prevail.4.2 Scr
15、ews shall be hot or cold upset or extruded, or both.4.3 Unless otherwise specified, threads shall be rolled fordiameters through 0.625 in. and for screw lengths through 4 in.For diameters and lengths other than this, threads may berolled, cut or ground.4.4 Screws shall be heat treated by quenching i
16、n oil fromabove the transformation temperature and then tempering byreheating to at least 650F to be within the hardness rangespecified in Table 1.4.4.1 The minimum tempering temperature may be verifiedby submitting screws to 635F for 30 min at temperature. Theaverage cross-section hardness of three
17、 readings on the screwbefore and after retempering shall not differ by more than 20DPH.4.5 When protective or decorative coatings are applied tothe screws, precautions as required by the coatings shall betaken to prevent embrittlement.5. Chemical Composition5.1 The chemical composition of the screw
18、material shallconform to the heat analysis specified in Table 2.5.2 One or more of the following alloying elements, chro-mium, nickel, molybdenum, or vanadium, shall be present inthe steel in sufficient quantity to ensure the specific strengthproperties are met after oil quenching and tempering. The
19、 steelshall meet the AISI definition of alloy steel, that is, maximumand minimum element content requirement or minimum ele-ment limits specified.5.3 Steel to which bismuth, selenium, tellurium, or lead hasbeen added intentionally shall not be permitted.5.4 Material analysis may be made by the purch
20、aser fromfinished products and the chemical composition thus deter-mined shall conform to the requirements specified for theproduct analysis in Table 2.6. Mechanical Properties6.1 The finished screws shall conform to the mechanicalrequirements specified in Table 1.6.2 Screws having a nominal length
21、equal to or greater than3 diameters shall be tested full size and shall conform to thefull-size tensile requirements specified in Table 3. Tensilefailures through the head are acceptable provided the loadrequirements are satisfied.6.3 Screws having a nominal thread diameter-length com-bination as sp
22、ecified in 6.2 and a breaking load exceeding200 000 lb preferably shall be tested full size and shall meet thefull-size tensile properties in Table 3. When equipment ofsufficient capacity for such tests is not available or if excessivelength of the screws makes full-size testing impractical, stan-da
23、rd round machined specimens may be used that shall meetthe machined test specimen tensile properties in Table 1.Ifdiscrepancy between full-size and machined specimen results,full-size tests shall be used as the referee method to determineacceptance.6.4 Screws that are too short (lengths less than th
24、ree timesnominal size) or that have insufficient threads for tensiontesting shall not be subject to tension tests but shall conform tothe hardness (minimum and maximum) requirements of Table1.6.5 All screws, regardless of size, shall conform to thehardness specified in Table 1. Hardness shall be met
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