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US408750A - Fob framed structures - Google Patents

Fob framed structures Download PDF

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Publication number
US408750A
US408750A US408750DA US408750A US 408750 A US408750 A US 408750A US 408750D A US408750D A US 408750DA US 408750 A US408750 A US 408750A
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Prior art keywords
timbers
fob
timber
framed structures
flaps
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Expired - Lifetime
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • Figure 1 of the drawings is a perspective view of our improved coupling, showing it applied to the timbers of bridges or other like structures; and Fig. 2, a'detail view, in perspective, of the coupling on an enlarged tion consists in the peculiar combinations and the construction, arrangement, and adaptation of parts, all as more fully hereinafter described and claimed.
  • A represents the longitudinal and B the cross tim bers of a framed structure connected together in accordance with our invention.
  • the coupling device is preferably constructed of boiler-iron, and consists of the plate a, of shape and size to correspond with the shape and size of the timber in cross-section, said plate having two upwardly-extending binding-flaps h and two downwardly-extending binding-flaps 0 upon opposite sides of theplate a to those of the flaps b, the timbers fitting between the flaps, as shown in Fig. 1.
  • Holes d are made in the flaps large enough to admit a belt or lag-screw of sufficient size to hold the timbers together, which, with the coupling device above described, will form a perfect fastening, and as there are no two pieces of timber coming together there is no chance for moisture to gather and rot the timber, and consequently less liability of its decaying.
  • the structure is of superior strength by the use of our coupling, the timber, as previously stated, being left whole, the caps and sills are so much the better able to withstand the pressure put upon them, and the expense in constructing is materially decreased, as the cost of making mortises and tenons will be saved,'as well as the timber necessary to make the tenons on the posts.
  • There is great saving of expense in repairing from the fact that when the coupling device is used in building trestles a piece can be easily removed and a new one put in its place. If a post, it is only necessary to re move the screws or bolts from the top and bottom, when the old piece can be removed and a new one substituted, any piece of timber in the structure being removed in the same manner.
  • the inclined timbers A may be as readilysecured t0 the crosstimbers as those arranged at a right angle thereto. There is no space between the timbers A, A, and B, and no mortises for the accumulation of moisture, thus avoiding the tendency to decay.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Description

M. F. ROCKWELL & G. W. PEARSALL. TIMBER COUPLING FOR FRAMED STRUGTURES No. 408,750.. Pajaerflzed Aug..13, 1889 WITNESSES 02776 7/,fem'uw, 7 0% :lttorney I N PETERS. Pholo-lithngrilphfir walhlngwn. D-
UNITED STATES PATENT OFFICE.
TENNESSEE.
TIMBER-COUPLING FOR FRAMED STRUCTURES.
SPECIFICATION forming part of Letters Patent No. 408,750, dated August 13, 1889. Application tiled November 23, 1888. Serial No. 2921059. (N0 model.)
To all whom it may concern.-
Be it known that we, MORGAN F. ROOK- WELL and GEORGE W. PEARSALL, citizens of the United States, residing at Chattanooga, in the county of Hamilton and'State of Tennessee, have-invented certain new and useful Improvements in Framed Structures; and we do hereby declare that the following is a full,
clear, and exact description of thesame, ref-' erence being had to the annexed drawings, making a part of this specification, and to the letters and figures of reference marked thereon.
Figure 1 of the drawings is a perspective view of our improved coupling, showing it applied to the timbers of bridges or other like structures; and Fig. 2, a'detail view, in perspective, of the coupling on an enlarged tion consists in the peculiar combinations and the construction, arrangement, and adaptation of parts, all as more fully hereinafter described and claimed.
In the accompanying drawings, A represents the longitudinal and B the cross tim bers of a framed structure connected together in accordance with our invention.
The coupling device is preferably constructed of boiler-iron, and consists of the plate a, of shape and size to correspond with the shape and size of the timber in cross-section, said plate having two upwardly-extending binding-flaps h and two downwardly-extending binding-flaps 0 upon opposite sides of theplate a to those of the flaps b, the timbers fitting between the flaps, as shown in Fig. 1.
Holes d are made in the flaps large enough to admit a belt or lag-screw of sufficient size to hold the timbers together, which, with the coupling device above described, will form a perfect fastening, and as there are no two pieces of timber coming together there is no chance for moisture to gather and rot the timber, and consequently less liability of its decaying.
With our improved means of coupling the timbers together, no tenons or mortises are, required, and the timber is left whole and in the best manner to resist the elements.
The structure is of superior strength by the use of our coupling, the timber, as previously stated, being left whole, the caps and sills are so much the better able to withstand the pressure put upon them, and the expense in constructing is materially decreased, as the cost of making mortises and tenons will be saved,'as well as the timber necessary to make the tenons on the posts. There is great saving of expense in repairing, from the fact that when the coupling device is used in building trestles a piece can be easily removed and a new one put in its place. If a post, it is only necessary to re move the screws or bolts from the top and bottom, when the old piece can be removed and a new one substituted, any piece of timber in the structure being removed in the same manner.
By our construction the inclined timbers A may be as readilysecured t0 the crosstimbers as those arranged at a right angle thereto. There is no space between the timbers A, A, and B, and no mortises for the accumulation of moisture, thus avoiding the tendency to decay.
Having now fully described our invention, what We claim as new, and desire to secure by Letters Patent, is
The framed structure described, consisting of the cross-timbers B B and the metallic couplings 0, having binding-flaps c secured to the sides of said cross-timbers, and the longitudinal timbers ofthe same dimensions in cross-section as the plate a of the couphave hereunto subscribed our names in the lings and resting directly thereon, and havpresence of two witnesses. ing the flaps b of said couplings extending 7 upon the outer faces thereof and secured to g 5 said longitudinal timbers upon the sides there- T J of, substantially as shown and described, and Witnesses: for the purposes specified. GEO. T. FOWLER,
In testimony that we claim the above we W. G. M. THOMAS.
US408750D Fob framed structures Expired - Lifetime US408750A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2610460A (en) * 1949-08-23 1952-09-16 Edward O Hendrickson Paddle wheel reinforcement means
US4381635A (en) * 1980-09-29 1983-05-03 Solo Charles P Instant truss roof support system
US4389829A (en) * 1980-12-22 1983-06-28 Murphy Wesley T Metal roof system
US4844649A (en) * 1987-04-20 1989-07-04 Vandenboom James J Bracket assembly for geodesic dome
US20110209946A1 (en) * 2008-11-06 2011-09-01 New-Tec Integration(Xiamen) Co., Ltd. Step stool

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2610460A (en) * 1949-08-23 1952-09-16 Edward O Hendrickson Paddle wheel reinforcement means
US4381635A (en) * 1980-09-29 1983-05-03 Solo Charles P Instant truss roof support system
US4389829A (en) * 1980-12-22 1983-06-28 Murphy Wesley T Metal roof system
US4844649A (en) * 1987-04-20 1989-07-04 Vandenboom James J Bracket assembly for geodesic dome
US20110209946A1 (en) * 2008-11-06 2011-09-01 New-Tec Integration(Xiamen) Co., Ltd. Step stool
US8684139B2 (en) * 2008-11-06 2014-04-01 New-Tec Integration (Xiamen) Co., Ltd. Step stool

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