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US3771273A Expired / Lapsed US ⏱️ 0.0 years remaining

Prefabricated building

Assignee: Individual
•
Filing: 1971-03-04
•
Granted: 1973-11-13
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Expires: 1991-03-04
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Abstract

Abstract A prefabricated building which can be assembled, erected and later on dismantled and moved, wherein the entire structure is supported by four or more vertical posts and two or more horizontal structurally integral frames which are supported from the vertical posts and serve the triple purpose of stiffening the structure to resist the forces of wind, providing a beam system which supports full span roof trusses and full span floor joists, and providing the main ducts for distribution of conditioned air throughout the building. The horizontal frames are secured to the posts by means of adjustable post clamps which allow for erection and stabilization of the building on unleveled ground and without a prepared foundation. The side walls of the building are formed of a plurality of panel assemblies through which conditioned air is circulated. Some of these panel assemblies are window assemblies and the circulation of conditioned air therethrough maintains the inner pane at substantially room temperature.

Inventors

  • 👤 J Brodie

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-03 12:21
CPC Classifications
F; F24; F24D; F24D5/00; F24D5/02; F24D5/04; E; E04; E04B; E04B1/00; E04B1/18; E04B1/24; F24D5/06; F24D5/10; E04B1/2403; E04B2001/2415; E04B2001/2424; E04B2001/2451; E04B2001/2463; E04B2001/2466; E04B2001/2472; E04B2001/2481; E04B2001/2484; E04B2001/249; E04B1/38; E04B1/58; E04B2001/5868

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 485 words
A building comprising: a rigid frame unit comprising upper and lower horizontal rectangular frame members, four rigid vertical posts of generally rectangular outline supporting said rectangular frames in vertically spaced relation, each rectangular frame including a pair of spaced parallel longitudinal members and spaced parallel transverse members connected rigidly at their ends to form the corners of the rectangular frame, said posts engaging the outer peripheries of the longitudinal members of said frames, two on one side and two on the opposite sides of said horizontal frames, said posts being equally spaced from said transverse members to support the ends of said horizontal longitudinal members and said transverse members in cantilever relation to the portions of said longitudinal members between said posts, four adjustable clamping means for clamping each of said upper and lower rectangular frame members to said rigid vertical posts, each clamping means including a pair of vertically spaced bracket plates rigidly secured to the upper and lower surfaces of said longitudinal members and extending outwardly therefrom, the outer portions of said plates being notched to snugly engage on opposite sides of one of said vertical posts, the bases of the notches engaging the sides of said vertical posts most closely adjacent to said rectangular frames, vertically extending coplanar connecting plates rigidly connecting the outer ends of said vertically spaced plates on opposite sides of said notch to provide a contact coupling between said vertically spaced plates on opposite sides of the corresponding vertical post, a clamping plate engaging the outer surface of the corresponding post and secured by vertically spaced adjustable fastening means to said connecting plates, holding said post engaged in said notches of said vertically spaced plates, each said clamping means being rigid and resistant to angular deflection due to side forces on said building between said frame and said post in two principal vertical planes at 90* to each other, said rigidity and resistance to angular deflection due to forces applied to said building on a plane parallel to said longitudinal members being provided by stresses of a resisting force couple generated by a pressure of contact between one edge of the notch in the upper horizontal plate on one side of said post and an equal pressure of contact oppositely directed on the opposite side of the notch in the lower horizontal plate on the opposite side of said post, said resistance to angular deflecting due to forces applied in a direction transverse tO said horizontal frames being provided by stresses of a resisting force couple generated by a spacing of points of application along the vertical dimension of the post and pressure of contact between the said post and the base of the notch in the upper or lower bracket plate and equal pressure on contact with the post oppositely directed between a vertical extremity of the clamping plate which is opposite that of said bracket plate.
Claim 2
Dependent Claim 485 words
A building comprising: a rigid frame unit comprising upper and lower horizontal rectangular frame members, four rigid vertical posts of generally rectangular outline supporting said rectangular frames in vertically spaced relation, each rectangular frame including a pair of spaced parallel longitudinal members and spaced parallel transverse members connected rigidly at their ends to form the corners of the rectangular frame, said posts engaging the outer peripheries of the longitudinal members of said frames, two on one side and two on the opposite sides of said horizontal frames, said posts being equally spaced from said transverse members to support the ends of said horizontal longitudinal members and said transverse members in cantilever relation to the portions of said longitudinal members between said posts, four adjustable clamping means for clamping each of said upper and lower rectangular frame members to said rigid vertical posts, each clamping means including a pair of vertically spaced bracket plates rigidly secured to the upper and lower surfaces of said longitudinal members and extending outwardly therefrom, the outer portions of said plates being notched to snugly engage on opposite sides of one of said vertical posts, the bases of the notches engaging the sides of said vertical posts most closely adjacent to said rectangular frames, vertically extending coplanar connecting plates rigidly connecting the outer ends of said vertically spaced plates on opposite sides of said notch to provide a contact coupling between said vertically spaced plates on opposite sides of the corresponding vertical post, a clamping plate engaging the outer surface of the corresponding post and secured by vertically spaced adjustable fastening means to said connecting plates, holding said post engaged in said notches of said vertically spaced plates, each said clamping means being rigid and resistant to angular deflection due to side forces on said building between said frame and said post in two principal vertical planes at 90* to each other, said rigidity and resistance to angular deflection due to forces applied to said building on a plane parallel to said longitudinal members being provided by stresses of a resisting force couple generated by a pressure of contact between one edge of the notch in the upper horizontal plate on one side of said post and an equal pressure of contact oppositely directed on the opposite side of the notch in the lower horizontal plate on the opposite side of said post, said resistance to angular deflecting due to forces applied in a direction transverse tO said horizontal frames being provided by stresses of a resisting force couple generated by a spacing of points of application along the vertical dimension of the post and pressure of contact between the said post and the base of the notch in the upper or lower bracket plate and equal pressure on contact with the post oppositely directed between a vertical extremity of the clamping plate which is opposite that of said bracket plate.
Claim 3
Dependent Claim 25 words
The structure of claim 1 and in which said longitudinal members are hollow and rectangular in section and torsionally stiff to support said transverse members.
Claim 4
Dependent Claim 26 words
The structure of claim 2 and in which said transverse members are hollow in cross-section and torsionally stiff to prevent relative angularity between said longitudinal members.
Claim 5
Dependent Claim 23 words
The structure of claim 1 and in which said connecting plates and said clamping plates extend vertically beyond said vertically spaced bracket plates.
Claim 6
Dependent Claim 30 words
The structure of claim 23 and in which said vertically spaced adjustable fastening means are above the level of said upper bracket plates and below the lower bracket plate, respectively.
Claim 7
Dependent Claim 65 words
The structure of claim 1 and in which said posts are spaced at such points on said longitudinal member that the bending moment in the span of said longitudinal members intermediate said posts, due to vertical uniform live loads on said building is equal to the bending in the cantilever overhang outward from said posts, due to said vertical uniform live loads on said building.
Claim 8
Dependent Claim 69 words
The structure of claim 1 in which said longitudinal members are hollow, square in section, and torsionally rigid, said configuration being to accommodate stresses due to overturning moments applied to said posts due to side loads on the building, said torsional stresses being transmitted from the point of said clamping means outwardly longitudinally to said transverse members, said rigid corner connections and said transverse members resisting said overturning moments.
Claim 9
Dependent Claim 69 words
The structure of claim 6 in which said longitudinal members are hollow, square in section, and torsionally rigid, said configuration being to accommodate stresses due to overturning moments applied to said posts due to side loads on the building, said torsional stresses being transmitted from the point of said clamping means outwardly longitudinally to said transverse members, said rigid corner connections and said transverse members resisting said overturning moments.

References Cited (Backward Citations)

US451775A Cited
US1820727A Cited
US1961967A Cited
US2095037A Cited
US2294556A Cited
US2386494A Cited
US2675895A Cited
US2963121A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1976-11-12 1977-05-14 1977-11-13 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1980-11-12 1981-05-14 1981-11-13 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1984-11-12 1985-05-14 1985-11-13 $7700.00 Window Closed / Lapsed

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