US5040349A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Collapsible truss structures
Assignee: Subaru Corp
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Filing: 1990-03-27
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Granted: 1991-08-20
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Expires: 2010-03-27
Abstract
Abstract A collapsible truss structure in a basic form comprises eight joint connectors, twelve skeletal bars pivotally connected at their ends by the joint connectors, a diagonal bar or bars, and a slide hinge, and in its expanded or deployed state is in the shape of a rectangular parallelepiped formed by the twelve bars, the diagonal bar or bars being pivotally connected at its one end to one joint connector and extending diagonally within the deployed structure toward the most remote joint connector or connectors, near which the other end or ends of the diagonal bar or bars are pivotally connected to the slide hinge slidably fitted around one of the bars. The structure is collapsed by sliding the slide hinge away from said most remote joint connector. Lenghts of flexible bracing material can be stretched diagonally across bars of the structure to stably preserve the deployed state.
Inventors
- 👤 Junjiro Onoda
- 👤 Kiyoshi Takamatsu
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-06 19:42
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/18; E04B1/19; B; B64; B64G; B64G99/00; E04B2001/1924; E04B2001/1927; E04B2001/1981; E04B2001/1984
Claims Analysis
Total Claims: 7
Claim 1
Independent Claim
228 words
A collapsible truss structure comprising: four joint connectors of a first set; four horizontal skeletal bars of a first set connected successively at ends thereof by said joint connectors to form a first quadrilateral lying in a plane; four vertical skeletal bars connected at first ends thereof respectively to said four joint connectors and extending in parallel in a direction perpendicular to the plane of said first quadrilateral, one of said vertical skeletal bars being longer than the other three bars, which are of the same length; four joint connectors of a second set, three of said joint connectors being connected respectively to the second ends of said three vertical skeletal bars of the same length, the remaining one of said joint connectors being connected to said longer vertical skeletal bar at a part thereof of said same length from the respective joint connectors thereof of said first set; four horizontal skeletal bars of a second set connected successively at ends thereof by said joint connectors of said second set to form a second quadrilateral; a slide hinge slidably fitted around said longer vertical skeletal bar at the part thereof extending longer than said same length; and a diagonal skeletal bar connected diagonally between said slide hinge and the joint connector of the first set connected to the vertical skeletal bar diagonally opposite said longer vertical skeletal bar.
Claim 2
Dependent Claim
228 words
A collapsible truss structure comprising: four joint connectors of a first set; four horizontal skeletal bars of a first set connected successively at ends thereof by said joint connectors to form a first quadrilateral lying in a plane; four vertical skeletal bars connected at first ends thereof respectively to said four joint connectors and extending in parallel in a direction perpendicular to the plane of said first quadrilateral, one of said vertical skeletal bars being longer than the other three bars, which are of the same length; four joint connectors of a second set, three of said joint connectors being connected respectively to the second ends of said three vertical skeletal bars of the same length, the remaining one of said joint connectors being connected to said longer vertical skeletal bar at a part thereof of said same length from the respective joint connectors thereof of said first set; four horizontal skeletal bars of a second set connected successively at ends thereof by said joint connectors of said second set to form a second quadrilateral; a slide hinge slidably fitted around said longer vertical skeletal bar at the part thereof extending longer than said same length; and a diagonal skeletal bar connected diagonally between said slide hinge and the joint connector of the first set connected to the vertical skeletal bar diagonally opposite said longer vertical skeletal bar.
Claim 3
Dependent Claim
99 words
The collapsible truss structure according to claim 1, further comprising: first flexible bracings respectively connecting in taut state two pairs of diagonally opposite joint connectors of said first set, within said first quadrilateral; second flexible bracings material respectively connecting in taut state two pairs of diagonally opposite joint connectors of said second set, within said second quadrilateral; and third flexible bracings respectively connecting in taut state two pairs of diagonally opposite joint connectors connected to the ends of said two vertical bars, within the plane passing through the two vertical skeletal bars closest to said longer vertical skeletal bar.
Claim 4
Dependent Claim
15 words
The collapsible truss structure according to claim 2, wherein said flexible bracings are metal wires.
Claim 5
Dependent Claim
256 words
A collapsible truss structure comprising: four joint connectors of a first set; horizontal skeletal bars of a first set connected successively at ends thereof by said joint connectors to form a first quadrilateral lying in a plane; four vertical skeletal bars of equal length connected at first ends thereof respectively to said four joint connectors and extending in parallel in a direction perpendicular to the plane of said quadrilateral; four joint connectors of a second set connected respectively to the second ends of said vertical skeletal bars; horizontal skeletal bars of a second set connected successively at ends thereof by said joint connectors of said second set to form a second quadrilateral lying in a second plane parallel to said first plane; a slide hinge slidably fitted around one of said vertical skeletal bars and disposed closely adjacent to the joint connector connected to the second end of said one vertical skeletal bar; two diagonal skeletal bars diagonally connected respectively between said slide hinge and the joint connectors of said first set that are connected to the ends of the two vertical skeletal bars adjacent to said one vertical skeletal bar; and four pairs of flexible bracings respectively connected between the diagonally opposite joint connectors in said first and second quadrilaterals and between the diagonally opposite joint connectors in planes of diagonally opposite pairs of vertical skeletal bars, said flexible bracings being in taut state when said structure is in expanded state in the form of a rectangular parallelepiped, thereby holding said structure in said form.
Claim 6
Dependent Claim
256 words
A collapsible truss structure comprising: four joint connectors of a first set; horizontal skeletal bars of a first set connected successively at ends thereof by said joint connectors to form a first quadrilateral lying in a plane; four vertical skeletal bars of equal length connected at first ends thereof respectively to said four joint connectors and extending in parallel in a direction perpendicular to the plane of said quadrilateral; four joint connectors of a second set connected respectively to the second ends of said vertical skeletal bars; horizontal skeletal bars of a second set connected successively at ends thereof by said joint connectors of said second set to form a second quadrilateral lying in a second plane parallel to said first plane; a slide hinge slidably fitted around one of said vertical skeletal bars and disposed closely adjacent to the joint connector connected to the second end of said one vertical skeletal bar; two diagonal skeletal bars diagonally connected respectively between said slide hinge and the joint connectors of said first set that are connected to the ends of the two vertical skeletal bars adjacent to said one vertical skeletal bar; and four pairs of flexible bracings respectively connected between the diagonally opposite joint connectors in said first and second quadrilaterals and between the diagonally opposite joint connectors in planes of diagonally opposite pairs of vertical skeletal bars, said flexible bracings being in taut state when said structure is in expanded state in the form of a rectangular parallelepiped, thereby holding said structure in said form.
Claim 7
Dependent Claim
15 words
The collapsible truss structure according to claim 4, wherein said flexible bracings are metal cables.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1994-08-19 | 1995-02-18 | 1995-08-20 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1998-08-19 | 1999-02-18 | 1999-08-20 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2002-08-19 | 2003-02-18 | 2003-08-20 | $7700.00 | Window Closed / Lapsed |