Patent US4393637A successfully refreshed from Google Patents.
US4393637A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Wood roof truss construction
Assignee: Individual
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Filing: 1980-10-10
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Granted: 1983-07-19
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Expires: 2000-10-10
Abstract
Abstract A wood roof truss construction comprising, in combination, a pair of redundant superpositioned load support systems, namely a tied-arch system and a wood bowstring truss system. The wood truss system comprises an arch, a web system depending from said arch and a horizontally oriented bottom bichord member secured to the web system and bridging the ends of the arch and anchored to said ends by a U-strap. A connecting assembly is coupled to the U-strap and to an elongate steel tension rod disposed between the two members forming the bottom bichord. Transverse spacers are provided along the length of the bichord comprising spacer sleeves, through-bolts and/or U-plates coupling the gusset plates or straps employed to anchor the web members to the bottom bichord said transverse members serving also to support the tension rod in the absence of being fixedly secured thereto.
Inventors
- 👤 Leo D. Mosier
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 19:05
CPC Classifications
E; E04; E04C; E04C3/00; E04C3/38; E04C3/42; E04C3/02; E04C3/12; E04C3/17
Claims Analysis
Total Claims: 15
Claim 1
Independent Claim
188 words
A roof truss construction comprising a pair of redundant super-positioned load resisting force systems, said systems formed of a coincident top chord, a web system depending from said top chord and a pair of individually functioning bottom chords, one of said chords being a word bichord including lap-splices, connected to said web system and the other chord comprising tension rod means disposed longitudinally within said bichord generally parallel thereto and means supporting said tension rod independent of said bichord, said web system including web clusters each comprising a vertical and diagonal strut members depending from said top chord and converging at a common point at the bottom chord, plate means at the point of convergence secured to the bottom ends of each converging strut member, said plate means having first passage means formed horizontally therein and strap means secured to and depending from said plate means and having second passage means formed longitudinally therein for supporting the rod without fixed attachment and said second passage means being aligned in said web cluster and containing spacer means passing therethrough whereby to secure said web cluster to said bottom bichord.
Claim 2
Dependent Claim
188 words
A roof truss construction comprising a pair of redundant super-positioned load resisting force systems, said systems formed of a coincident top chord, a web system depending from said top chord and a pair of individually functioning bottom chords, one of said chords being a word bichord including lap-splices, connected to said web system and the other chord comprising tension rod means disposed longitudinally within said bichord generally parallel thereto and means supporting said tension rod independent of said bichord, said web system including web clusters each comprising a vertical and diagonal strut members depending from said top chord and converging at a common point at the bottom chord, plate means at the point of convergence secured to the bottom ends of each converging strut member, said plate means having first passage means formed horizontally therein and strap means secured to and depending from said plate means and having second passage means formed longitudinally therein for supporting the rod without fixed attachment and said second passage means being aligned in said web cluster and containing spacer means passing therethrough whereby to secure said web cluster to said bottom bichord.
Claim 3
Dependent Claim
40 words
The roof truss construction as claimed in claim 1 and secondary strap means located spaced along said bottom bichord and secured fixedly thereto between a pair of web clusters, said tension rod means being seated on said secondary strap means.
Claim 4
Dependent Claim
42 words
The roof truss construction as claimed in claim 2 in which said secondary strap means each comprise a U-shaped member having a pair of parallel arms secured to said bichord and a heel portion for freely supporting said tension rod means thereon.
Claim 5
Dependent Claim
27 words
The roof truss construction as claimed in claim 1 in which said spacer means includes bolt means securing said bichord in assembly, and located at the lap-splices.
Claim 6
Dependent Claim
91 words
The truss construction as claimed in claim 1 in which said tension rod means comprise at least one tension rod having a length less than the distance between the ends of the top chord, strap means separately accommodating each end of the top chord and secured respectively to the ends of the bichord and to the tension rod, and outwardly accessible take-up means coupled to the tension rod at opposite ends of the truss and disposed within said strap means and affording unobstructed inwardly disposed rod protrusion within said strap means.
Claim 7
Dependent Claim
50 words
The truss construction as claimed in claim 5 in which said tension rod has threaded ends, bridging block means arranged adjacent said threaded ends and said take-up means comprising tightening nuts engaged on said threaded ends and adapted to be manipulated for take-up of excess length of said tension rod.
Claim 8
Dependent Claim
68 words
The roof truss construction as claimed in claim 5 in which, said lap-splices are located at the location of said transverse means, transverse means secured between said spaced members, said web formation being joined in said bichord by said transverse means and said transverse means forming a support for said tension rod means arranged between the members of said bichord free of positive connection to said bichord member.
Claim 9
Dependent Claim
34 words
The roof truss construction as claimed in claim 7 in which said transverse means comprise at least one bolt passing through said bichord members and carrying a spacer sleeve thereon between said bichord members.
Claim 10
Dependent Claim
35 words
The roof truss construction as claimed in claim 7 in which said transverse means include through-bolts passing through said bichord members fixedly coupled thereto and said tension rod means being located below said through bolts.
Claim 11
Dependent Claim
62 words
The roof truss construction as claimed in claim 7 in which said transverse means includes U-straps fastened to said bichord between the members thereof, said U-straps having a heel portion and a pair of arms, bolt means passing therethrough and spacer means on said bolt means and located between said arms of said U-straps, and said heel formation supporting said tension rod.
Claim 12
Dependent Claim
29 words
The roof truss construction as claimed in claim 7 in which said transverse means include through bolts passing through said bichord, and said tension rod means is supported thereon.
Claim 13
Dependent Claim
37 words
The roof truss construction as claimed in claim 5 and said take-up means comprise tightening means threadably engaged at the opposite ends of said tension rod means and capable of being tightened to take up slack therein.
Claim 14
Dependent Claim
22 words
The roof truss construction as claimed in claim 1 in which said rods and sleeves all being threaded in the same direction.
Claim 15
Dependent Claim
86 words
The roof truss as claimed in claim 1 in which said web formation is secured to said bichord, gusset means for securing said web formation to said bichord, said gusset means carried separately by each member of said formation and arranged to converge along lines intersecting between said bottom bichord members and bolt means connecting said gusset means to said bichord members, said bolt means comprising a single transversely arranged bolt passing through said bichord members at intersection between said bottom bichord and said bolt means.
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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) | 1986-07-18 | 1987-01-17 | 1987-07-19 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1990-07-18 | 1991-01-17 | 1991-07-19 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1994-07-18 | 1995-01-17 | 1995-07-19 | $7700.00 | Window Closed / Lapsed |