Patent US3457452A successfully refreshed from Google Patents.
US4483117A
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Composite gambrel roof truss with prefabricated truss components
Assignee: TRUSS FRAME BUILDING SYSTEM KNOWN AS "HI-ARCH GAMBREL"
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Filing: 1981-11-05
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Granted: 1984-11-20
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Expires: 2001-11-05
Abstract
Abstract A composite gambrel roof truss assembly comprises a prefabricated top truss having a rigid lower chord and two top chords, all connected together to form a rigid triangular top truss unit, with two prefabricated side truss units, each having a rigid diagonal base chord and two outer top chords, all connected together to form a rigid triangular side truss unit whose topmost top chord is dimensioned to be juxtaposed in abutting mating relationship with a corresponding top chord of the top truss unit, and with connector means joining the topmost chord of each side truss unit with its abutting mating top chord of the top truss unit whereby the prefabricated top truss unit can be readily connected at a construction site to both of the side truss units to form a sturdy, rigid composite truss assembly capable of rapid installation by being hoisted bodily into position, and having a peak junction and two hip junctions producing an economical four-chord arched gambrel roof truss assembly of light weight with an unusually great clear height and span.
Inventors
- 👤 George R. Underhill
- 👤 Magued Orfi
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-06 14:00
CPC Classifications
E; E04; E04B; E04B7/00; E04B7/02; E04B7/022; E04C; E04C3/00; E04C3/02; E04C3/12; E04C3/17; E04C3/38; E04C3/42
Claims Analysis
Total Claims: 8
Claim 1
Independent Claim
216 words
A composite truss assembly comprising: A. a prefabricated top truss unit formed of three rigid chords, a rigid lower chord and two rigid top chords, all connected together to form a rigid triangular top truss unit having a peak junction and two hip junctions, B. two independent prefabricated side truss units, each also formed of three rigid chords joined to form a rigid triangular side truss unit with a rigid diagonal base chord and two outer top chords joined to form a hip junction, with the uppermost ends of the two side truss units positioned near the peak junction, and wherein the topmost chord of each side truss unit substantially co-extends in juxtaposition with a top chord of the top truss unit from the peak junction to one hip junction to produce a four-chord arched gambrel roof truss assembly, and C. a plurality of spaced top connector means joining the topmost chord of each side truss unit with its abutting mating top chord of the top truss unit at a plurality of points along their juxtaposed lengths, whereby the prefabricated top truss unit can be readily connected at a construction site to both of the side truss units to form a sturdy, rigid composite truss assembly capable of rapid installation by being hoisted bodily into position.
Claim 2
Dependent Claim
216 words
A composite truss assembly comprising: A. a prefabricated top truss unit formed of three rigid chords, a rigid lower chord and two rigid top chords, all connected together to form a rigid triangular top truss unit having a peak junction and two hip junctions, B. two independent prefabricated side truss units, each also formed of three rigid chords joined to form a rigid triangular side truss unit with a rigid diagonal base chord and two outer top chords joined to form a hip junction, with the uppermost ends of the two side truss units positioned near the peak junction, and wherein the topmost chord of each side truss unit substantially co-extends in juxtaposition with a top chord of the top truss unit from the peak junction to one hip junction to produce a four-chord arched gambrel roof truss assembly, and C. a plurality of spaced top connector means joining the topmost chord of each side truss unit with its abutting mating top chord of the top truss unit at a plurality of points along their juxtaposed lengths, whereby the prefabricated top truss unit can be readily connected at a construction site to both of the side truss units to form a sturdy, rigid composite truss assembly capable of rapid installation by being hoisted bodily into position.
Claim 3
Dependent Claim
77 words
The composite roof truss assembly defined in claim 1, wherein each side truss unit includes a diagonal brace joining the hip junction of its two outer top chords to an intermediate point on its diagonal base chord, with the intermediate point being selected to position the diagonal brace in substantially parallel abutting juxtaposition with a portion of the rigid lower chord of the top unit when the side truss units are joined to the top truss unit.
Claim 4
Dependent Claim
31 words
The composite roof truss assembly defined in claim 2, further including lower connector means joining each diagonal brace to the abutting portion of the rigid lower chord of the top unit.
Claim 5
Dependent Claim
72 words
The composite truss assembly defined in claim 1, wherein the top unit includes two diagonal braces, each joining the peak junction to intermediate points on the rigid lower chord, with the intermediate points being selected to position each diagonal brace in substantially parallel abutting juxtaposition with a portion of the rigid diagonal base chord of one of the side units when the side truss units are joined to the top truss unit.
Claim 6
Dependent Claim
34 words
The composite roof truss assembly defined in claim 4, further including diagonal connector means joining each diagonal brace to the abutting portion of the rigid diagonal base chord of its juxtaposed side truss unit.
Claim 7
Dependent Claim
58 words
The composite roof truss assembly defined in any one of claims 1, 2 or 4 wherein the connector means are defined as split-ring connectors partially embedded in mating ring-shaped grooves routed in facing abutting surfaces of the top truss unit and a side truss unit, each encircling a through bolt joining the truss units in juxtaposed assembled relationship.
Claim 8
Dependent Claim
31 words
The composite truss unit defined in claim 1, wherein the juxtaposed abutting mating chords are formed of timber, and the connector means are split-ring connectors interposed therebetween and partially embedded therein.
References Cited (Backward Citations)
US568066A
Cited
US1367510A
Cited
GB128901A
Cited
FR508398A
Cited
US1387698A
Cited
FR942168A
Cited
US2638637A
Cited
DE807548C
Cited
US2840014A
Cited
US3031727A
Cited
GB885646A
Cited
US3059293A
Cited
US3479783A
Cited
US3849961A
Cited
US3969869A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1987-11-20 | 1988-05-21 | 1988-11-20 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1991-11-20 | 1992-05-21 | 1992-11-20 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1995-11-20 | 1996-05-21 | 1996-11-20 | $7700.00 | Window Closed / Lapsed |