US2722901A - Roof structure - Google Patents
Roof structure Download PDFInfo
- Publication number
- US2722901A US2722901A US98413A US9841349A US2722901A US 2722901 A US2722901 A US 2722901A US 98413 A US98413 A US 98413A US 9841349 A US9841349 A US 9841349A US 2722901 A US2722901 A US 2722901A
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- Prior art keywords
- roof
- panels
- panel
- sections
- strip
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- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 description 10
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000013011 mating Effects 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 101100400378 Mus musculus Marveld2 gene Proteins 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
- E04B7/045—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls with connectors made of sheet metal for connecting the roof structure to the supporting wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/04—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like
Definitions
- This invention relates to building structures, and has for its principal object the provision of a building structure whose component parts are particularly adapted to prefabrication techniques.
- a further object of the invention is the provision of a special form of gutter arrangement which is peculiarly suited for use with the special form of room construction mentioned above.
- An additional object of the invention is to provide an improved construction of ceiling and ceiling panels similar in many respects to the wall panel constructions above mentioned and having advantageous features in common therewith.
- Fig. 1 is a vertical sectional view through the roof and ceiling elements of a structure in accordance with the invention
- Fig. 2 is a fragmentary perspective view of the eccen- I tric roof connection adjacent the outer ends of the roof panels,
- Fig. 3 is a similar view showing the connection between the roof panels adjacent the ridge
- Fig. 4 is an enlarged fragmentary sectional view through a roof panel and a continuous gusset welded thereto.
- Fig. 5 is a partial vertical sectional view of the structure shown in Fig. 2, taken between the lateral edges of a roof panel,
- Fig. 6 is a view similar to Fig. 5 but illustrating the construction at points between adjacent panels of the roof structure
- Fig. 7 is an isometric view of one form of clip element used in connection with the Fig. 5 structure
- Fig. 8 is a similar view of the clip structure used in connection with the arrangement of Fig. 6,
- Fig. 9 is an enlarged fragmentary vertical sectional view illustrating a preferred form of gutter used at the outer edges of the roof panels
- Fig. 10 is an enlarged fragmentary vertical sectional view illustrating the connection between oppositely inclined roof panels adjacent the ridge of the roof, said section being taken in a plane through the longitudinal center lines of said roof panels,
- Fig. 11 is a similar view illustrating the connection as used in the region of the joint between adjacent panels of the roof,
- Fig. 12 is a plan view of an improved form of ceilingv panel according to the invention, showing the same connected to a fragmentary portion of an adjacent panel along the center line of the building,
- Fig. 13 is an enlarged transverse sectional view taken along line 1313 ofFig. 12.
- Our invention contemplates an improved design of light, strong yet economical form of roof construction, best shown in Figs. 1 to 4 of the drawings.
- This roof construction is characterized by extremely light weight and provides a clear span without substantial obstructions in-the attic space. It is fabricated of relatively thin sections with consequent reductions in the cubage required during shipment to the point of use.
- the roof comprises oppositely inclined sections 100 and 102, each formed of a plurality of side-by-side square-shouldered channeled strips 104 (Fig. 4), which may likewise be formed of relatively light gauge aluminum or similar metal.
- the shape of these strips may best be described as square-cornered corrugation having trapezoidal crosssection.
- a relatively narrow gusset strip 106 of material having the same cross sectional shape is welded in face-to-face contact with the array of panels along a line spaced inwardly from ,the outer edge of the panel assembly. As best shown in Fig.
- this strip 106 has welded thereto a formed bearing member 108 which in turn is supported by a plate 112 secured to a bracket 114 whose lower leg rests upon a bearing strip 116 running across the tops of the wall panels 10. Bracket 114 also receives and supports a ceiling panel 118. If desired, a strip of rubber, neoprene or the like resilient damping material may be interposed between the bearing member 108 and the plate 112, to reduce the noises which .might otherwise result when slight shifts occur between the room and its supports.
- a channeled reinforcing strip 120 similar in all respects to strip 106 is similarly welded to the underside of each panels 100 and 102 adjacent the ridge of the roof, and welded to the underside of each such strip 120 is an angle strip 122, the mating faces of these angle strips being secured together in a manner to be described below, as will also be described the manner of connection of a large closure plate 124.
- Angle strip 122 is reinforced throughout most of its length by bracing member 123 welded along the reenforcing strip 120. This bracing member, however, does not extend entirely to the points of junction between adjacent panels forming the roof sections. Near these points the bracing 123 is omitted to facilitate the placing of bolts 130 (Fig. 11) and to make the angle strip somewhat flexible in that region.
- Short angle brackets 130 Figs. 3 and 11
- Tie rods 126 (Fig.
- the strips 122 are provided respectively with tapered bosses 128 (see Fig. 10) and mating apertures through which such bosses pass to enable relatively rocking motion of the oppositely inclined roof sections.
- a more secure fastening in the form of a bolt and nut combina-' tion 130 is provided at the points of junction between adjacent strips forming the roof sections.
- the bracing strip 123 does not extend to the junction area, whereby a limited amount of angular play or rocking between the panels on opposite sides of the roof is permitted. This play is facilitated by the arcuate profiles of the contacting surfaces of strips 122.
- the gap between the oppositely inclined roof panels along the ridge line is preferably closed by a ridge cap 124 which is arranged to snap into position against lugs 132 suitably welded to the upper surfaces of the roof sections, as best shown in Fig. 10.
- the oppositely inclined roof sections .are of the eccentrically connected type; that is, the vaxis of support at the ridge is substantially displaced from the plane of the roof elements themselves in a downwardly direction by the thickness of the gusset strips 120 plus at least'a portionofthe face width of the strips 122. Also, the axisof support along the outer .edges of the roof s'ecti0ns' is downwardly displaced by at least the thickness of the gusset strip 106 plus a part ofthe bearing member 108.
- These eccentric connections provide a large measure of self-compensation for deflections due to load.
- a bracket 114 is shown as welded to a-clip 136 (Fig. 7) which is in turn bolted as at 138m the bearing strip 116 of the wall panel 10.
- These'clips 136 arespaced along the bracket strip 114 for the distance s-spannedby individual roof panel sections.
- a modified clip 136 (Fig.8) is employed adjacent the junctions between adjacent roof sections.
- the bearing strip 108 is interrupted, and adjacent edges thereof receive-between them a plate 140 integrally secured to the slip 136.
- a pin 142 passing through-a suitable aperture in the plate 140 engages-the inner surfacesof'strips 108, to limit upward movement of the roof structure away from the walls of the building.
- a form of gutter which is particularly suited for use in connection with a channeled roof as above described is best shown in Fig. 9 of the drawings.
- Angle strips 150 and 152 are welded along the extremitiesof'the roof sections, whose edges may be beveled-off in a substantial horizontal plane as at 154 and to these strips may be secured as by screws 156 a gutter strip 158.
- This gutter strip is installed after the roof construction has been completed, and the placement of screws 156 enables minor adjustments to be made to provide a perfectly straight edge along the roof at the eaves.
- Figs. 12 and 13 illustrate a preferred form of ceiling panel construction, shown as formed of a pair'of'longitudinally extending hat sections 160 and a pair 'of terminal sections 162 whose coplanar lower surfaces support rigid insulating board 164 of the type -usedin the wall panels described above, such .material being held-in place by the skin of aluminum sheet 166, the sheet sections again having inturned edgessecured between the sides of the hat sections as by rivets 168 (see'the central portion of Fig. 13). At the lateral edges of each panel, the inturned edges of sheets 166 are riveted tothe terminal sections 162, the metal .parts in either case being separated by narrow strips of rigid insulating material 170 or 172.
- the spaces between adjacent longitudinal sections 160 or 162 contain the'same foil type of'insulation as described in connection with-the wall panels, and the coplanar upper surfaces of these sections orbearns are connected by a series of parallel transverse hat-sections 174.
- each ceiling panel Along one edge of each ceiling panel are provided spaced tapered sockets 176 extending through the inturned edge of the aluminum skin 166 and thestrip 170; along the opposite-edge are provided a corresponding plurality of tapered bosses 178, the arrangement being such that adjacent-panel sections are rigidly connected by the insertion of the bosses of one within the sockets of the next.
- the center line of the ceiling system, paralleling the ridge, is indicated in Fig. 12 by the/line 180.
- a pitched roof construction comprising oppositely inclined substantially rigid roof panels connected for limited rotation about an axis spaced .a substantial distance below their adjacent terminal edges, said connection comprising for each panel a combined panel bracing and pivotal roof-supporting element connected to the respective panel, said elements having respective arcuate bearing surfaces, means for holding said elements with their arcuate surface in contact with one another for limited relative angular motion betweensaid elements, the axis of rotation so defined beingsubstantially spaced from and belowzthezgeneral plane of said oppositely'inclined panels.
- each of said panels having a combined bracing and roof supporting member at .the zopposite edge from said terminal edges, eachzsaid supportingmember being spaced from andbeneath thegeneralplane of its associated roof panel, whereby the axes of rotation of all the roof supporting members of-eachpanellie in a plane substantially spaced from and belowzthe plane of said panel.
Description
NOV- 8, 1955 H. B. JOHNSON ET AL 2,722,901
ROOF STRUCTURE Filed June 10, 1:949 4 Sheets-Sheet 1 26 M I74 I 174 J E E: J- l HUGH 5. JoH/vso/v,
14L EXA NDE/Q STANLEY M-GAUGHAN,
45 PAUL WE/DL/NGE E :1. Ezfi INVENTORS,
BYWM
Nov. 8, 1955 Filed June 10 1949 H. B. JOHNSON ET L ROOF STRUCTURE 4 Sheets-Sheet 2 flue/l .5 JOHNSO/V, HLEXANDEQ $7ANLEY MF6A1/6 HAW,
"'10 PA L WEIOLINGE'R,
INVENTORS,
BY M75 ALTTY Nov. 8, 1955 H. a. JOHNSON ET AL ROOF STRUCTURE 4 Sheets-Sheet 3 Filed June 10 1949 fit/G/l 5. JoH/vso/v, ALEXA/v.06? STANLEY MFGAUGQAM L;- /IUL WEIDLINGEQ,
INVENTORS,
WM 2W5 M;
United States Patent ROOF STRUCTURE Hugh B. Johnson, Falls Church, Va., Alexander Stanley McGaughan, Washington, D. C., and Paul Weidlinger,
New York, N.
Application June 10, 1949, Serial No. 98,413 Claims. (Cl. 108-1) This invention relates to building structures, and has for its principal object the provision of a building structure whose component parts are particularly adapted to prefabrication techniques.
More specifically, it is an object of the invention to provide an improved roof construction for buildings, characterized by unusual lightness combined with adequate rigidity, permanent resistance to rain and other inclement weather conditions, and substantial inherent compensation for deflection under load.
A further object of the invention is the provision of a special form of gutter arrangement which is peculiarly suited for use with the special form of room construction mentioned above.
An additional object of the invention is to provide an improved construction of ceiling and ceiling panels similar in many respects to the wall panel constructions above mentioned and having advantageous features in common therewith.
The above and other objects of the invention will best be understood by reference to the following detailed specification of a preferred embodiment of the invention, taken in connection with the appended drawings, in which:
Fig. 1 is a vertical sectional view through the roof and ceiling elements of a structure in accordance with the invention,
Fig. 2 is a fragmentary perspective view of the eccen- I tric roof connection adjacent the outer ends of the roof panels,
Fig. 3 is a similar view showing the connection between the roof panels adjacent the ridge,
Fig. 4 is an enlarged fragmentary sectional view through a roof panel and a continuous gusset welded thereto.
Fig. 5 is a partial vertical sectional view of the structure shown in Fig. 2, taken between the lateral edges of a roof panel,
Fig. 6 is a view similar to Fig. 5 but illustrating the construction at points between adjacent panels of the roof structure,
Fig. 7 is an isometric view of one form of clip element used in connection with the Fig. 5 structure,
Fig. 8 is a similar view of the clip structure used in connection with the arrangement of Fig. 6,
Fig. 9 is an enlarged fragmentary vertical sectional view illustrating a preferred form of gutter used at the outer edges of the roof panels,
Fig. 10 is an enlarged fragmentary vertical sectional view illustrating the connection between oppositely inclined roof panels adjacent the ridge of the roof, said section being taken in a plane through the longitudinal center lines of said roof panels,
Fig. 11 is a similar view illustrating the connection as used in the region of the joint between adjacent panels of the roof,
Fig. 12 is a plan view of an improved form of ceilingv panel according to the invention, showing the same connected to a fragmentary portion of an adjacent panel along the center line of the building,
Fig. 13 is an enlarged transverse sectional view taken along line 1313 ofFig. 12.
Our invention contemplates an improved design of light, strong yet economical form of roof construction, best shown in Figs. 1 to 4 of the drawings. This roof construction is characterized by extremely light weight and provides a clear span without substantial obstructions in-the attic space. It is fabricated of relatively thin sections with consequent reductions in the cubage required during shipment to the point of use.
Referring specifically to these figures, the roof comprises oppositely inclined sections 100 and 102, each formed of a plurality of side-by-side square-shouldered channeled strips 104 (Fig. 4), which may likewise be formed of relatively light gauge aluminum or similar metal. The shape of these strips may best be described as square-cornered corrugation having trapezoidal crosssection. In order to stiffen the rigidity the roof panels, a relatively narrow gusset strip 106 of material having the same cross sectional shape is welded in face-to-face contact with the array of panels along a line spaced inwardly from ,the outer edge of the panel assembly. As best shown in Fig. 2, this strip 106 has welded thereto a formed bearing member 108 which in turn is supported by a plate 112 secured to a bracket 114 whose lower leg rests upon a bearing strip 116 running across the tops of the wall panels 10. Bracket 114 also receives and supports a ceiling panel 118. If desired, a strip of rubber, neoprene or the like resilient damping material may be interposed between the bearing member 108 and the plate 112, to reduce the noises which .might otherwise result when slight shifts occur between the room and its supports.
A channeled reinforcing strip 120 similar in all respects to strip 106 is similarly welded to the underside of each panels 100 and 102 adjacent the ridge of the roof, and welded to the underside of each such strip 120 is an angle strip 122, the mating faces of these angle strips being secured together in a manner to be described below, as will also be described the manner of connection of a large closure plate 124. Angle strip 122 is reinforced throughout most of its length by bracing member 123 welded along the reenforcing strip 120. This bracing member, however, does not extend entirely to the points of junction between adjacent panels forming the roof sections. Near these points the bracing 123 is omitted to facilitate the placing of bolts 130 (Fig. 11) and to make the angle strip somewhat flexible in that region. Short angle brackets 130 (Figs. 3 and 11) reenforce these bolt and nut connections between angle strips 122. Tie rods 126 (Fig.
1) may be provided at spaced intervals along the roof ridge to support the weight of the ceiling panel assembly to be described below.
In the areas between the edges of the channeled strips makinng up each of the roof panels, the strips 122 are provided respectively with tapered bosses 128 (see Fig. 10) and mating apertures through which such bosses pass to enable relatively rocking motion of the oppositely inclined roof sections. At the points of junction between adjacent strips forming the roof sections, however, a more secure fastening in the form of a bolt and nut combina-' tion 130 is provided. It will be noted (Fig. 3) that the bracing strip 123 does not extend to the junction area, whereby a limited amount of angular play or rocking between the panels on opposite sides of the roof is permitted. This play is facilitated by the arcuate profiles of the contacting surfaces of strips 122.
The gap between the oppositely inclined roof panels along the ridge line is preferably closed by a ridge cap 124 which is arranged to snap into position against lugs 132 suitably welded to the upper surfaces of the roof sections, as best shown in Fig. 10.
It will be seen'from the above description that the oppositely inclined roof sections .are of the eccentrically connected type; that is, the vaxis of support at the ridge is substantially displaced from the plane of the roof elements themselves in a downwardly direction by the thickness of the gusset strips 120 plus at least'a portionofthe face width of the strips 122. Also, the axisof support along the outer .edges of the roof =s'ecti0ns' is downwardly displaced by at least the thickness of the gusset strip 106 plus a part ofthe bearing member 108. These eccentric connections provide a large measure of self-compensation for deflections due to load.
The details of the eccentric connections at the cave line are best illustrated in Figs. and 8. InFig. '5, a bracket 114 is shown as welded to a-clip 136 (Fig. 7) which is in turn bolted as at 138m the bearing strip 116 of the wall panel 10. These'clips 136 arespaced along the bracket strip 114 for the distance s-spannedby individual roof panel sections. Inorder to'provide secure retention of the roof structure, a modified clip 136 (Fig.8) is employed adjacent the junctions between adjacent roof sections. At such points, the bearing strip 108 is interrupted, and adjacent edges thereof receive-between them a plate 140 integrally secured to the slip 136. As shown in Pig. 6, a pin 142 passing through-a suitable aperture in the plate 140 engages-the inner surfacesof'strips 108, to limit upward movement of the roof structure away from the walls of the building.
A form of gutter which is particularly suited for use in connection with a channeled roof as above described is best shown in Fig. 9 of the drawings. Angle strips 150 and 152 are welded along the extremitiesof'the roof sections, whose edges may be beveled-off in a substantial horizontal plane as at 154 and to these strips may be secured as by screws 156 a gutter strip 158. This gutter strip is installed after the roof construction has been completed, and the placement of screws 156 enables minor adjustments to be made to provide a perfectly straight edge along the roof at the eaves.
Figs. 12 and 13 illustrate a preferred form of ceiling panel construction, shown as formed of a pair'of'longitudinally extending hat sections 160 and a pair 'of terminal sections 162 whose coplanar lower surfaces support rigid insulating board 164 of the type -usedin the wall panels described above, such .material being held-in place by the skin of aluminum sheet 166, the sheet sections again having inturned edgessecured between the sides of the hat sections as by rivets 168 (see'the central portion of Fig. 13). At the lateral edges of each panel, the inturned edges of sheets 166 are riveted tothe terminal sections 162, the metal .parts in either case being separated by narrow strips of rigid insulating material 170 or 172. The spaces between adjacent longitudinal sections 160 or 162 contain the'same foil type of'insulation as described in connection with-the wall panels, and the coplanar upper surfaces of these sections orbearns are connected by a series of parallel transverse hat-sections 174. Along one edge of each ceiling panel are provided spaced tapered sockets 176 extending through the inturned edge of the aluminum skin 166 and thestrip 170; along the opposite-edge are provided a corresponding plurality of tapered bosses 178, the arrangement being such that adjacent-panel sections are rigidly connected by the insertion of the bosses of one within the sockets of the next. The center line of the ceiling system, paralleling the ridge, is indicated in Fig. 12 by the/line 180.
it being seen that the abutting ends of a complete panel A and a complete ,panel B are secured together as by channel splices with or without internal sleeves bolted within the hollow sections and 162. The right hand ends of all of the panels A, as seen in Fig. 12, rest of course upon the loose plate 116 such as shown in Fig. 5, and the left ends of panel B rest upon the plate of the opposite wall.
What is claimedis:
1. A pitched roof construction comprising oppositely inclined substantially rigid roof panels connected for limited rotation about an axis spaced .a substantial distance below their adjacent terminal edges, said connection comprising for each panel a combined panel bracing and pivotal roof-supporting element connected to the respective panel, said elements having respective arcuate bearing surfaces, means for holding said elements with their arcuate surface in contact with one another for limited relative angular motion betweensaid elements, the axis of rotation so defined beingsubstantially spaced from and belowzthezgeneral plane of said oppositely'inclined panels.
2. The invention defined in claim 1, and said bearing surfaces :being'substantially cylindrical for rolling contact againstone another.
3. Theinvention defined in claim 1, and including a flexible-ridge cap extending downwardly from the roof ridge over .the .adjacent terminal .edges of said panels, fastening means for said .ridge cap adjacent the opposite edges thereof, whereby lirnited angular relative motion of-said roof panels will cause dihedral flexing'of said ridge cap.
4. The invention defined in claim 1, and each of said panels having a combined bracing and roof supporting member at .the zopposite edge from said terminal edges, eachzsaid supportingmember being spaced from andbeneath thegeneralplane of its associated roof panel, whereby the axes of rotation of all the roof supporting members of-eachpanellie in a plane substantially spaced from and belowzthe plane of said panel.
5. The 'invention defined-in claim 4, and a pair of connectedcoplanar ceiling panels being connected in tension between the opposite lower edges-of said oppositely inclined .roofpanels, said ceiling panels being provided at their points of contact with said roof panels with bearing memberscooperativelyassociatedwith the adjacent pivotal-roof supportingmembers.
ReferencesCited in'the file of this patent UNITED STATES PATENTS 1,062,994 Pruden May 27, 1913 1,536,977 Skipworth May 5, 1925 2,049,863 Palmer Aug. 4, 1936 2,169,388 Ingram et al. Aug. 15, 1939 2,183,381 McLaughlin, Jr Dec. 12, 1939 2,200,636 Palrn'er May 14, 1940 2,231,216 'Nystrom Feb. 11, 1941 2,263,354 Fould Nov. 18, 1941 2,427,021 Rapp Sept. 9, 1947 2,480,699 Black Aug. 30, 1949 2,548,758 Agle Apr. 10, 1951 2,612,854 Fuge Oct. 7, 1952 FOREIGN :PATENTS 360,244 Great Britain Q Nov. 5, 1931
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US98413A US2722901A (en) | 1949-06-10 | 1949-06-10 | Roof structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US98413A US2722901A (en) | 1949-06-10 | 1949-06-10 | Roof structure |
Publications (1)
Publication Number | Publication Date |
---|---|
US2722901A true US2722901A (en) | 1955-11-08 |
Family
ID=22269168
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US98413A Expired - Lifetime US2722901A (en) | 1949-06-10 | 1949-06-10 | Roof structure |
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US (1) | US2722901A (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2868146A (en) * | 1952-08-06 | 1959-01-13 | Mackintosh Charles | Truss constructions |
US2982055A (en) * | 1954-11-09 | 1961-05-02 | Modular Buildings Inc | Prefabricated sheet metal truss and fastening means for two sheet metal structural members |
US3092221A (en) * | 1959-08-07 | 1963-06-04 | Parkersburg Aetna Corp | Metal roof-supporting construction |
US3135070A (en) * | 1960-06-10 | 1964-06-02 | Reynolds Metals Co | Building and roof construction |
US3193973A (en) * | 1961-02-24 | 1965-07-13 | Granite City Steel Company | Method of building erection |
US3274739A (en) * | 1962-06-07 | 1966-09-27 | Gregoire Engineering And Dev C | Sheet panel assembly and supporting members therefor |
US3500596A (en) * | 1967-06-28 | 1970-03-17 | Karl Erik Evald Andersson | Building of prefabricated sections |
US3982360A (en) * | 1974-03-20 | 1976-09-28 | Newman Ernest L | Mobile home roof apparatus |
US4347691A (en) * | 1980-08-04 | 1982-09-07 | Salkhad Pty. Limited | Soffit and fascia panel |
US4594822A (en) * | 1983-05-02 | 1986-06-17 | Marschak Howard J | Structural panel for building structure |
US5469674A (en) * | 1992-04-22 | 1995-11-28 | M.I.C. Industries, Inc. | Arched roof vertical wall self supporting metal building constructions |
US6397527B1 (en) * | 2001-01-29 | 2002-06-04 | Mitek Holdings, Inc. | Roof bracing and braced roof structures |
US20050166479A1 (en) * | 2004-02-03 | 2005-08-04 | Park Lane Conservatories Ltd | Eaves beam with framing |
US7836641B2 (en) | 2002-12-16 | 2010-11-23 | Park Lane Conservatories Ltd. | Multi-piece eaves beam for preassembled glazed roof system |
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US1062994A (en) * | 1911-03-02 | 1913-05-27 | Clarence D Pruden | Sheet-metal house. |
US1536977A (en) * | 1921-12-23 | 1925-05-05 | Marion Machine Foundry & Suppl | Sheet-metal building |
GB360244A (en) * | 1929-12-13 | 1931-11-05 | Edouard Eugene Debongnie | Improvements in and relating to roofs |
US2049863A (en) * | 1933-09-06 | 1936-08-04 | Palmer Steel Buildings Inc | Metal wall building construction |
US2169388A (en) * | 1935-03-25 | 1939-08-15 | White Castle System | Metal building structure |
US2183381A (en) * | 1936-09-25 | 1939-12-12 | American Houses Inc | Building construction unit |
US2200636A (en) * | 1936-04-13 | 1940-05-14 | Roy Lacy | Metal wall building construction |
US2231216A (en) * | 1938-12-31 | 1941-02-11 | Standard Railway Equipment Mfg | Insulated panel |
US2263354A (en) * | 1938-01-06 | 1941-11-18 | Strasbourg Forges | Construction of walls |
US2427021A (en) * | 1946-03-19 | 1947-09-09 | Pierce John B Foundation | Prestressed all-metal roof structure |
US2480699A (en) * | 1946-02-21 | 1949-08-30 | Nat Steel Corp | Building roof construction |
US2548758A (en) * | 1948-03-08 | 1951-04-10 | Agle Charles Klemm | Roof structure |
US2612854A (en) * | 1948-07-03 | 1952-10-07 | James Mfg Co | Three-hinged arch truss |
-
1949
- 1949-06-10 US US98413A patent/US2722901A/en not_active Expired - Lifetime
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1062994A (en) * | 1911-03-02 | 1913-05-27 | Clarence D Pruden | Sheet-metal house. |
US1536977A (en) * | 1921-12-23 | 1925-05-05 | Marion Machine Foundry & Suppl | Sheet-metal building |
GB360244A (en) * | 1929-12-13 | 1931-11-05 | Edouard Eugene Debongnie | Improvements in and relating to roofs |
US2049863A (en) * | 1933-09-06 | 1936-08-04 | Palmer Steel Buildings Inc | Metal wall building construction |
US2169388A (en) * | 1935-03-25 | 1939-08-15 | White Castle System | Metal building structure |
US2200636A (en) * | 1936-04-13 | 1940-05-14 | Roy Lacy | Metal wall building construction |
US2183381A (en) * | 1936-09-25 | 1939-12-12 | American Houses Inc | Building construction unit |
US2263354A (en) * | 1938-01-06 | 1941-11-18 | Strasbourg Forges | Construction of walls |
US2231216A (en) * | 1938-12-31 | 1941-02-11 | Standard Railway Equipment Mfg | Insulated panel |
US2480699A (en) * | 1946-02-21 | 1949-08-30 | Nat Steel Corp | Building roof construction |
US2427021A (en) * | 1946-03-19 | 1947-09-09 | Pierce John B Foundation | Prestressed all-metal roof structure |
US2548758A (en) * | 1948-03-08 | 1951-04-10 | Agle Charles Klemm | Roof structure |
US2612854A (en) * | 1948-07-03 | 1952-10-07 | James Mfg Co | Three-hinged arch truss |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2868146A (en) * | 1952-08-06 | 1959-01-13 | Mackintosh Charles | Truss constructions |
US2982055A (en) * | 1954-11-09 | 1961-05-02 | Modular Buildings Inc | Prefabricated sheet metal truss and fastening means for two sheet metal structural members |
US3092221A (en) * | 1959-08-07 | 1963-06-04 | Parkersburg Aetna Corp | Metal roof-supporting construction |
US3135070A (en) * | 1960-06-10 | 1964-06-02 | Reynolds Metals Co | Building and roof construction |
US3193973A (en) * | 1961-02-24 | 1965-07-13 | Granite City Steel Company | Method of building erection |
US3274739A (en) * | 1962-06-07 | 1966-09-27 | Gregoire Engineering And Dev C | Sheet panel assembly and supporting members therefor |
US3500596A (en) * | 1967-06-28 | 1970-03-17 | Karl Erik Evald Andersson | Building of prefabricated sections |
US3982360A (en) * | 1974-03-20 | 1976-09-28 | Newman Ernest L | Mobile home roof apparatus |
US4347691A (en) * | 1980-08-04 | 1982-09-07 | Salkhad Pty. Limited | Soffit and fascia panel |
US4594822A (en) * | 1983-05-02 | 1986-06-17 | Marschak Howard J | Structural panel for building structure |
US5469674A (en) * | 1992-04-22 | 1995-11-28 | M.I.C. Industries, Inc. | Arched roof vertical wall self supporting metal building constructions |
US6397527B1 (en) * | 2001-01-29 | 2002-06-04 | Mitek Holdings, Inc. | Roof bracing and braced roof structures |
US7836641B2 (en) | 2002-12-16 | 2010-11-23 | Park Lane Conservatories Ltd. | Multi-piece eaves beam for preassembled glazed roof system |
US20050166479A1 (en) * | 2004-02-03 | 2005-08-04 | Park Lane Conservatories Ltd | Eaves beam with framing |
US7392623B2 (en) * | 2004-02-03 | 2008-07-01 | Park Lane Conservatories Ltd. | Eaves beam with framing |
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