NAVY MIL-DTL-1222 J-2000 STUDS BOLTS SCREWS AND NUTS FOR APPLICATIONS WHERE A HIGH DEGREE OF RELIABILITY IS REQUIRED GENERAL SPECIFICATION FOR [Use In Lieu Of NAVY MIL-S-001222 G (.pdf
《NAVY MIL-DTL-1222 J-2000 STUDS BOLTS SCREWS AND NUTS FOR APPLICATIONS WHERE A HIGH DEGREE OF RELIABILITY IS REQUIRED GENERAL SPECIFICATION FOR [Use In Lieu Of NAVY MIL-S-001222 G (.pdf》由会员分享,可在线阅读,更多相关《NAVY MIL-DTL-1222 J-2000 STUDS BOLTS SCREWS AND NUTS FOR APPLICATIONS WHERE A HIGH DEGREE OF RELIABILITY IS REQUIRED GENERAL SPECIFICATION FOR [Use In Lieu Of NAVY MIL-S-001222 G (.pdf(51页珍藏版)》请在麦多课文档分享上搜索。
1、 AMSC N/A FSC 53GP DISTRIBUTION STATEMENT A: Approved for public release; distribution unlimited. Beneficial comments (recommendations, additions, deletions) and any pertinent data which may be of use in improving this document should be addressed to: Commander, Naval Sea Systems Command, SEA 05Q, 2
2、531 Jefferson Davis Hwy, Arlington, VA 22242-5160, by using the Standardization Document Improvement Proposal (DD Form 1426) appearing at the end of this document or by letter. INCH-POUND MIL-DTL-1222J 08 December 2000 SUPERCEDING MIL-S-1222H 21 October 1986 (See 6.9 and 6.12) DETAIL SPECIFICATION S
3、TUDS, BOLTS, SCREWS AND NUTS FOR APPLICATIONS WHERE A HIGH DEGREE OF RELIABILITY IS REQUIRED; GENERAL SPECIFICATION FOR This specification is approved for use by all Departments and Agencies of the Department of Defense. 1 SCOPE 1.1 Scope. This specification covers standard studs, hex cap screws, an
4、d heavy hex bolts in nominal standard diameters of inch to 4 inches, nuts in nominal standard diameters of inch to 3 inches, and socket head cap screws in nominal standard diameters of inch to 1 inches for submarine safety and other applications where a high degree of reliability is required (see 6.
5、1). 1.2 Classification. The configurations, types, styles, material grades and conditions of fasteners are as listed below. Non-standard fasteners may be ordered using a drawing with the dimensional and material requirements of the fastener and tested to the requirements of this specification (see 6
6、.2). 1.2.1 Configurations, types and styles Studs Type I - Full body Type II - Reduced body Type III - Constant strength body Type IV - Continuous thread (bolt-stud) Type III studs styles Style Stud end thread Nut end thread a Class 5 Class 3A b Class 5 Class 2A c Class 3A Class 3A d Class 3A Class
7、2A Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-1222J 2 Bolts Type II Heavy hex Type III Heavy hex structural Screws Type I - Hex cap Type II - Socket head cap Nuts Type I - Hex Type II - Hex jam Type III - Heavy hex Type IV - Heavy hex ja
8、m Type V - Hex slotted 1.2.2 Material grades and conditions. The following military grades and conditions are covered in this specification: ALLOY TYPE MATERIAL Grade CONDITION B7 Hardened and Tempered B16 Hardened and Tempered A574 Hardened and Tempered 2H Hardened and Tempered 4Hardened and Temper
9、ed 5Hardened and Tempered 7 Hardened and Tempered 8Hardened and Tempered Alloy Steel 4340Hardened and Tempered 2024 Solution Treated and Naturally Aged 6061 Solution Treated and Artificially Aged Aluminum 7075 Solution Treated and Stabilized Carbon Steel 2As Formed or Stress Relieved 462 As Formed o
10、r Stress Relieved 464 As Formed or Stress Relieved 482 As Formed or Stress Relieved 510 As Formed or Stress Relieved 544 As Formed or Stress Relieved 632 Quenched and Tempered 655As Formed or Stress Relieved 661 As Formed or Stress Relieved 670As Formed or Stress Relieved Copper Alloy 675 As Formed
11、or Stress Relieved Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-1222J 3 ALLOY TYPE MATERIAL Grade CONDITION 304Solution Annealed(A) 304Solution Annealed have the same type, style, and diameter as the production fasteners; and shall be proc
12、essed and heat treated with the production fasteners. 4.5.2.2 Testing of fasteners with reduced length. Fasteners that have passed all of the mechanical property tests of this specification may be reduced in length without repeating the mechanical property tests provided traceability to original lot
13、 and testing is maintained, the fasteners are not Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-1222J 15 heated to a temperature high enough to change their strength or microstructure, and no other dimensions are altered. 4.5.2.3 Wedge tens
14、ile testing of bolts and screws. Wedge tensile tests on headed fasteners shall be done in accordance with ASTM F 606. Bolts and screws that require a calculated test load greater than 150,000 pounds shall be tested on a machine with a test load limit of 150,000 pounds or greater and shall not fail a
15、t a load less than the calculated test load or the limit of the test machine, whichever is lesser. Fasteners may be tested with wedge angles greater than those specified. Because their head configuration will not permit wedge tensile testing, socket flat countersunk cap screws are exempt from wedge
16、tensile testing. 4.5.2.3.1 Wedge angles for socket head cap screws. Wedge angles for socket head cap screws, other than titanium, shall be in accordance with ASTM A 574. Wedge angles for titanium socket head cap screws shall be 6 for fasteners under inch in diameter and 4 for fasteners inch or large
17、r in diameter. Fasteners may be tested with wedge angles greater than those specified. 4.5.2.4 Proof load and axial tensile tests for bolts, screws and studs. Full sized axially tensile tests shall be done in accordance with ASTM F 606. Proof load tests on bolts, screws, and studs shall be done usin
18、g method 1 in accordance with ASTM F 606. Full sized yield strength tests shall be done using method 2 or 2A in accordance with ASTM F 606. Studs selected in accordance with 4.2.2 shall be axial tensile tested in accordance with ASTM F 606. Full sized axial tensile tests on fully threaded rod that i
19、s too long shall be done on a cut specimen. Fasteners that can not be tested full size shall be tested using test specimens machined from the fastener in accordance with ASTM F 606. 4.5.2.5 Proof load test for nuts. Proof load tests on nuts shall be performed in accordance with ASTM F 606. 4.5.2.5.1
20、 Nuts with required proof loads over 120,000 pounds. Hardness tests may not be substituted for proof tests on nuts that require a proof load of over 120,000 pounds. 4.5.2.6 Hardness. Hardness tests shall be performed in accordance with ASTM F 606. All copper, aluminum titanium, and grade 400 fastene
21、rs and grades 304, 305, 316, 321, 347, and 384 cold worked bolts,cold worked screws, cold worked studs, and socket head cap screws do not require hardness testing. Externally-threaded fasteners with hardness values below the minimum requirement may be accepted provided they pass all of the other req
22、uired tests. Nuts with hardness values below the minimum requirement may be accepted provided they pass all of the other required tests. Hardness conversion of steels in accordance with ASTM E 140 is permitted. 4.5.2.7 Alternate mechanical testing. Mechanical test results on the rod, bar, or wire us
23、ed to produce the fasteners, may be substituted for proof stress, yield strength and axial tensile tests of externally-threaded fasteners provided all of the following conditions and tests are met: a) The tests were done on the same lot of rod, bar or wire used to produce the fasteners. b) The faste
24、ners were fabricated solely by machining without further heat treatment or cold work. c) When quenched and tempered or solution annealed and aged rod, bar or wire is used to produce studs, bolts or screws inch in diameter or less, its nominal diameter may be no more than four times the nominal diame
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