US3277616A - Roof structure - Google Patents
Roof structure Download PDFInfo
- Publication number
- US3277616A US3277616A US222753A US22275362A US3277616A US 3277616 A US3277616 A US 3277616A US 222753 A US222753 A US 222753A US 22275362 A US22275362 A US 22275362A US 3277616 A US3277616 A US 3277616A
- Authority
- US
- United States
- Prior art keywords
- edge portion
- rim
- sheet member
- roof
- inner edge
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000002093 peripheral effect Effects 0.000 claims description 7
- 239000002184 metal Substances 0.000 description 11
- 229910052751 metal Inorganic materials 0.000 description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- DOSMHBDKKKMIEF-UHFFFAOYSA-N 2-[3-(diethylamino)-6-diethylazaniumylidenexanthen-9-yl]-5-[3-[3-[4-(1-methylindol-3-yl)-2,5-dioxopyrrol-3-yl]indol-1-yl]propylsulfamoyl]benzenesulfonate Chemical compound C1=CC(=[N+](CC)CC)C=C2OC3=CC(N(CC)CC)=CC=C3C(C=3C(=CC(=CC=3)S(=O)(=O)NCCCN3C4=CC=CC=C4C(C=4C(NC(=O)C=4C=4C5=CC=CC=C5N(C)C=4)=O)=C3)S([O-])(=O)=O)=C21 DOSMHBDKKKMIEF-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- -1 timber Substances 0.000 description 1
- 238000003466 welding 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
- E04B7/14—Suspended roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
- E04D13/0481—Drainage guiding provisions, e.g. deflectors or stimulation by inclined surfaces
Definitions
- a roof structure having load-carrying sheet member which has a shape between that of a cone and a trough and defines a developable surface, that is, a surface that may be imagined flattened out, without stretching any element, upon a plane (Webster, Unabridged, 2nd ed.).
- the sheet member is fixedly fastened to a rim structure in conforming engagement on the eaves level of the building and is always under tensile stress in all directions by being loaded in the downward direction at the center of the roof in addition to its own weight.
- the carrying structure is formed virtually entirely by a conical shell, which is stressed in tension and consists of sheet metal, which may be stiffened, and which forms at the same time the skin of the roof.
- the present roof structure provides a suspended roof. With suspended roofs, the most essential problem is to obtain a small weight of the structure while providing for an adequate stability against wind suction forces.
- FIG. 1 is a fragmentary, elevationally sectional view showing a hall having a round or polygonal plan outline
- FIG. 2 is also a sectional view showing a modified construction of the roof center.
- FIGS. 3a, 4a, 5a are plan views
- FIGS. 3b, 4b, 5b are elevational views of suspended roofs based on the same principle and formed by combinations of conical surfaces and planes.
- an appropriate number of supports 1, of which only two are shown, are disposed around the periphery of a circle and carry an annular rim structure 2, from which the conical load bearing shell 3 extends inwardly and downwardly. It consists of a sheet metal skin having a central portion from which a carrying structure 4 is suspended whereas the peripheral edge is anchored in a suitable manner in the rim structure to resist tension. The arangement is such that the carrying system is stressed in tension.
- a loading mass constituted by a crane 5 having a crab 6, is suspended by means of the carrying structure 4 from the center of the roof.
- the bridge of the crane is rotatable about a central pivot 4a and its other end is guided by running gear 7 on a crane track 8 extending around the hall.
- a pipeline 9 serves for draining the roof.
- rim structure 2 stressed mainly in compression need not be exactly circular but the requirements of the invention will also be complied with if this ring is a polygon which approximates a circle.
- the supports 1 may be spaced any desired distance apart.
- the stress obtained at the center of the roof by the weight of the loading mass not only affords protection against wind suction forces but also braces the rim structure in the manner similar to the bracing of the rim of a wheel by spokes.
- the rim structure in conjunction with the pre-stressed roof skin can take up "ice also horizontal stresses in the gutter plane without substantial deformation.
- the amount of building material required for such a roof is very small, particularly when the roof consists of sheet metal (sheets having a thickness of a few millimeters may be used for roofs about 50 meters in diameter and may simply be joined by butt-welding).
- the central draining is an additional advantage because the gutters are eliminated.
- the access aiforded to all parts of a shed having a circular plan outline by means of a crane is much more satisfactory than in sheds having a rectangular cross-section and makes the shed suitable for industrial purposes, storage, work-shops, hangers and the like.
- FIG. 2 An example of such an ar rangement is shown in FIG. 2 having a carrying structure 4 and a carrying system 3 stressed in tension as described above.
- a weight 12 is suspended by means of a tube 10 and braces 11 from the center of the roof and normally rests at least partly in a foundation pit 13, but is lifted when large wind forces apply suction forces to the roof which is drained through the tube 10.
- this invention is applicable to structures of iron, timber, concrete or a combination of materials, and glazed light openings may be provided in the root surface without difliculty.
- FIGS. 3a and 3b respectively show a modified roof structure of the invention in top plan view and in fragmentary elevation.
- the rim of the roof is formed by a compression ring 15 of oblong shape having two semicircular portions connected by straight portions.
- the outer peripheral edge of a sheet-metal member 16 conformingly engages the rim 15 and is fixedly fastened thereto.
- the rim 15 is held at a fixed level above ground by columns 18 spaced about its circumference, only two columns 18 being shown for the sake of clarity.
- the inner oblongly annular edge portion of the sheet metal member 16 is parallel and concentric with the outer edge and spaced from the latter in a direction which is downward and toward the upright axis of the loop defined by either edge.
- a loading mass 17, not shown in detail, is suspended from and downwardly biases the inner edge of the sheetmetal member 16, and thereby holds the latter in a state of tension while its outer edge portion is held at the fixed level of the rim 15 by its engagement with the same.
- the sheet-metal member or shell 16 has two conical parts 16a in conforming engagement with the arcuate portions of the rim 1'5, and two plane portions 16b which connect the conical portions 16a and depend from the straight portions of the rim.
- the plane roof portions extending between the conical shell portions in the direction of the generatrices of the cone are prestressed in one direction by a part of the loading mass and in the other direction by the transmission of the annular stresses of the conical shell portions so that the plane portions are also stressed in tension in all directions.
- the rim 20 of the roof structure shown in FIGS. 4a, 4b has three equal arcuate portions 20a, each extending over and three equal straight portions 20b interposed between the arcuate portions.
- the sheet-metal member 21 which is attached to the rim 20 as described above has an inner edge hav- 3 ing the shape of an equilateral triangle with rounded corners, and has a loading mass 22 suspended therefrom, the rim 20 with the sheet metal member 21 and the mass 22 being supported on columns 2-3.
- the roof structure shown in FIGS. a, 5b in plan view and elevation respectively has a rim 25 with four 90 arcuate portions, and four straight portions, and a sheet metal member 26 whose outer peripheral edge portion is conformingly engaged by the rim 25.
- the inner edge of the sheet metal member 26 is approximately square, and forms the sole support of a loading mass 27, the roof being supported on columns 28.
- a roof structure comprising, in combination:
- a load bearing sheet member having an annular outer peripheral edge portion conformingly engaging said rim member and fixedly fastened thereto, and an annular inner edge portion spaced from said rim member downwardly and toward said axis, said inner edge portion being concentric with said outer edge portion, and said sheet member being supported solely by the fixed fastening of said outer edge portion to said rim member;
- tensioning means downwardly biasing said inner edge portion and thereby holding said sheet member in a tensioned state while said outer peripheral edge portion thereof is held at said fixed level by said engagement thereof with said rim member, said tensioning means essentially consisting of a loading mass suspended from said inner edge portion, said sheet member defining a developable surface extending between said edge portions thereof when said sheet member is in said tensio-ned state.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Tents Or Canopies (AREA)
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
- Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT674261A AT245211B (de) | 1961-09-04 | 1961-09-04 | Dachkonstruktion von kreisförmiger oder kreisähnlicher Grundrißform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US3277616A true US3277616A (en) | 1966-10-11 |
Family
ID=3589313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US222753A Expired - Lifetime US3277616A (en) | 1961-09-04 | 1962-08-29 | Roof structure |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US3277616A (de) |
| AT (1) | AT245211B (de) |
| GB (1) | GB1013788A (de) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3336704A (en) * | 1964-12-15 | 1967-08-22 | Wallace A Clay | Sheet web roof structure with underlying and overlying constraining wires |
| US3389513A (en) * | 1966-07-07 | 1968-06-25 | Donald H. Ruggles | Structural panels and structures containing such panels |
| US3461626A (en) * | 1966-12-07 | 1969-08-19 | Instant Structures Inc | Hinged,collapsible,structural cover |
| US3468087A (en) * | 1967-09-29 | 1969-09-23 | Floyd S Stancliffe | Building structure |
| US3601936A (en) * | 1967-12-08 | 1971-08-31 | Johan George Schmidt | Roof element |
| US20080095573A1 (en) * | 2000-07-12 | 2008-04-24 | Hewett Frank W | Joining system for tubular members |
| US20120131866A1 (en) * | 2009-05-26 | 2012-05-31 | Bernard Batut | Parking shelter provided with photovoltaic solar panels |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2694031B1 (fr) * | 1992-07-27 | 1995-01-20 | Rocco Bernard | Couverture à structure métallique anti-sismique et anti-cyclonique. |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE568873A (de) * | 1953-11-07 | |||
| NL71478C (de) * | ||||
| US772957A (en) * | 1903-07-20 | 1904-10-25 | William J Patterson | Coal-storage plant. |
| US1161115A (en) * | 1913-10-09 | 1915-11-23 | George S Duffin | Silo-roof construction. |
| CH146466A (de) * | 1929-07-10 | 1931-04-30 | Junkers Hugo | Netzwerkgebäude. |
| US2073358A (en) * | 1935-03-22 | 1937-03-09 | James B Williamson | Self-supporting tank roof |
| CH235247A (de) * | 1942-04-10 | 1944-11-30 | Peter Emil | Verfahren zur Herstellung eines vorgespannten Stahlbetonbauteiles. |
| US2411651A (en) * | 1942-01-24 | 1946-11-26 | William D Darby | Catenary rooflike construction and method of forming it |
| US2805631A (en) * | 1956-09-17 | 1957-09-10 | John H Wiggins | Suspension roof structure for storage tanks |
| FR1151949A (fr) * | 1955-06-28 | 1958-02-07 | Preload Co | Construction de toit |
| FR1249399A (fr) * | 1959-11-14 | 1960-12-30 | Château d'eau à cuve métallique | |
| US3075657A (en) * | 1959-09-21 | 1963-01-29 | Rockwood & Co | Silage handling apparatus |
-
1961
- 1961-09-04 AT AT674261A patent/AT245211B/de active
-
1962
- 1962-08-29 US US222753A patent/US3277616A/en not_active Expired - Lifetime
- 1962-08-30 GB GB33394/62A patent/GB1013788A/en not_active Expired
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL71478C (de) * | ||||
| US772957A (en) * | 1903-07-20 | 1904-10-25 | William J Patterson | Coal-storage plant. |
| US1161115A (en) * | 1913-10-09 | 1915-11-23 | George S Duffin | Silo-roof construction. |
| CH146466A (de) * | 1929-07-10 | 1931-04-30 | Junkers Hugo | Netzwerkgebäude. |
| US2073358A (en) * | 1935-03-22 | 1937-03-09 | James B Williamson | Self-supporting tank roof |
| US2411651A (en) * | 1942-01-24 | 1946-11-26 | William D Darby | Catenary rooflike construction and method of forming it |
| CH235247A (de) * | 1942-04-10 | 1944-11-30 | Peter Emil | Verfahren zur Herstellung eines vorgespannten Stahlbetonbauteiles. |
| BE568873A (de) * | 1953-11-07 | |||
| FR1151949A (fr) * | 1955-06-28 | 1958-02-07 | Preload Co | Construction de toit |
| US2805631A (en) * | 1956-09-17 | 1957-09-10 | John H Wiggins | Suspension roof structure for storage tanks |
| US3075657A (en) * | 1959-09-21 | 1963-01-29 | Rockwood & Co | Silage handling apparatus |
| FR1249399A (fr) * | 1959-11-14 | 1960-12-30 | Château d'eau à cuve métallique |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3336704A (en) * | 1964-12-15 | 1967-08-22 | Wallace A Clay | Sheet web roof structure with underlying and overlying constraining wires |
| US3389513A (en) * | 1966-07-07 | 1968-06-25 | Donald H. Ruggles | Structural panels and structures containing such panels |
| US3461626A (en) * | 1966-12-07 | 1969-08-19 | Instant Structures Inc | Hinged,collapsible,structural cover |
| US3468087A (en) * | 1967-09-29 | 1969-09-23 | Floyd S Stancliffe | Building structure |
| US3601936A (en) * | 1967-12-08 | 1971-08-31 | Johan George Schmidt | Roof element |
| US20080095573A1 (en) * | 2000-07-12 | 2008-04-24 | Hewett Frank W | Joining system for tubular members |
| US20120131866A1 (en) * | 2009-05-26 | 2012-05-31 | Bernard Batut | Parking shelter provided with photovoltaic solar panels |
| US8607512B2 (en) * | 2009-05-26 | 2013-12-17 | Art' ur SARL | Parking shelter provided with photovoltaic solar panels |
Also Published As
| Publication number | Publication date |
|---|---|
| GB1013788A (en) | 1965-12-22 |
| AT245211B (de) | 1966-02-25 |
| DE1409922A1 (de) | 1969-04-24 |
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