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US4545104A Expired / Lapsed US ⏱️ 0.0 years remaining

Method of forming a fatigue resistant threaded connection

Assignee: Individual
•
Filing: 1982-05-20
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Granted: 1985-10-08
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Expires: 2002-05-20
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Abstract

Abstract A fatigue resistant threaded connection includes a nut having two threads which are aligned axially but turned relative to one another about their common axis through an angle great enough to cause development of large axial forces between the screw and nut threads when they are connected together, resulting in improved distribution of load forces between the two threads of the nut and improved resistance of the screw and nut to fatigue and tensile failures.

Inventors

  • 👤 Mark Hattan

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-24 01:55
CPC Classifications
F; F16; F16B; F16B39/00; F16B39/22; F16B39/28; F16B39/38; B; B23; B23K; B23K15/00; B23K15/0006; B25; B25H; B25H7/00; Y; Y10; Y10T; Y10T29/00; Y10T29/49; Y10T29/49826; Y10T29/49863; Y10T29/49947; Y10T29/49948

Claims Analysis

Total Claims: 7
Claim 1
Independent Claim 215 words
The method of forming a fatigue resistant threaded connection that comprises: connecting together a screw having an external thread and a nut having two aligned internal threads of a common pitch engaging said external thread at different locations, with said two internal threads being secured together before engagement with the screw in fixed relative positions in which one internal thread is not a true helical continuation of the other, and in which portions of the two internal threads lying in a common axial plane are spread slightly farther apart axially than if the internal threads were true helical continuations of one another; initially applying force to said external thread of the screw by each of said two internal threads of the nut in a direction axially away from the other internal thread of the nut by virtue of said slightly spread condition of the internal threads; then tightening said screw and nut threadedly relative to one another against the resistance of engaged stop shoulder surfaces to a preloaded condition stretching said screw axially relative to said nut; and in said preloaded condition applying force to said external thread of the screw by said two internal threads of the nut in a common axially outer direction rather than in opposite directions axially away from one another.
Claim 2
Independent Claim 215 words
The method of forming a fatigue resistant threaded connection that comprises: connecting together a screw having an external thread and a nut having two aligned internal threads of a common pitch engaging said external thread at different locations, with said two internal threads being secured together before engagement with the screw in fixed relative positions in which one internal thread is not a true helical continuation of the other, and in which portions of the two internal threads lying in a common axial plane are spread slightly farther apart axially than if the internal threads were true helical continuations of one another; initially applying force to said external thread of the screw by each of said two internal threads of the nut in a direction axially away from the other internal thread of the nut by virtue of said slightly spread condition of the internal threads; then tightening said screw and nut threadedly relative to one another against the resistance of engaged stop shoulder surfaces to a preloaded condition stretching said screw axially relative to said nut; and in said preloaded condition applying force to said external thread of the screw by said two internal threads of the nut in a common axially outer direction rather than in opposite directions axially away from one another.
Claim 3
Dependent Claim 35 words
The method as recited in claim 1, in which, in said preloaded condition, said two internal threads of said nut apply approximately equal force in said axially outer direction to said thread of the screw.
Claim 4
Dependent Claim 68 words
The method as recited in claim 1, in which said force applied to opposite axial directions to said thread of the screw by said threads of the nut prior to tightening of the screw and nut against the resistance of said stop shoulder surfaces is equal to at least about twenty percent of the ultimate tensile load of said screw at which the screw will fail in tension.
Claim 5
Dependent Claim 69 words
The method as recited in claim 1, in which said force applied in opposite axial directions to said thread of the screw by said threads of the nut prior to tightening of the screw and nut against the resistance of said stop shoulder surfaces is equal to between about twenty-seven and forty percent of the ultimate tensile load of said screw at which the screw will fail in tension.
Claim 6
Dependent Claim 45 words
The method as recited in claim 1, in which said nut has at least one additional internal thread aligned with said two first mentioned internal threads but turned about said axis relative thereto and engageable with said thread of the screw in an interfering relation.
Claim 7
Dependent Claim 41 words
The method as recited in claim 1, in which said screw and nut in said preloaded condition are tightened enough to assure that all turns of said internal threads apply force to said external thread in said common axially outer direction.

References Cited (Backward Citations)

US627206A Cited
US1174247A Cited
US2328706A Cited
US4012828A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1988-10-07 1989-04-08 1989-10-08 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1992-10-07 1993-04-08 1993-10-08 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1996-10-07 1997-04-08 1997-10-08 $7700.00 Window Closed / Lapsed

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