US2874812A - Knock-down structural member with collapsible members - Google Patents
Knock-down structural member with collapsible members Download PDFInfo
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- US2874812A US2874812A US518701A US51870155A US2874812A US 2874812 A US2874812 A US 2874812A US 518701 A US518701 A US 518701A US 51870155 A US51870155 A US 51870155A US 2874812 A US2874812 A US 2874812A
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- 125000006850 spacer group Chemical group 0.000 description 10
- 238000010276 construction Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000000123 paper Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 235000015250 liver sausages Nutrition 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000002991 molded plastic Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/10—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal prestressed
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/043—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
Definitions
- a further object is to provide a structural member of the above-mentioned type which may be rapidly assembled and disassembled with a minimum of time andlabor ⁇ and without the use of special tools.
- a further object is to provide a knock-down construction member having elemental sections or units formed from fiat foldable blanks of plastic reinforced cardboard, sheet metal or the like.
- Another object is to provide a'knock-down construction member which will occupy extremely little'space when packaged for shipment or storage while'in the disassembled and collapsed condition.
- a still further object is to provide a structural member of the above-mentioned type which may be used to form a substantially smooth-surfaced beam, pole or the like, free from surface projections and gaps.
- Fig. 1 is a side elevation of a structural beam, or the like, constructed in accordance with the present invention
- Fig. 2 is a similar view of a column or pole. in accordance with the invention,
- Fig. 3 is a side elevation of an arch member in accordance with a modification of the invention.
- Fig. 4 is a plan view of a sheet material blank utilized to form the elementalsections of the structural member
- Fig. 6 is a transverse vertical section taken on line 6-6 of Fig. 5
- Fig. 7 is a similar section taken on line 77 of Fig. 5, and
- Fig. 8 is an enlarged fragmentary longitudinal vertical section through the arch shown in Fig. 3.
- Figs. 1, 2, and 4 to 7, inclusive wherein'the numeral 10 designates generally a knockdown, foldable structural member in accordance with the invention, adapted to serve as a beam, joist, rafter, or the like, when arranged horizontally as in Fig. 1, and as a pole, column, or the like when arranged vertically as in Fig. 2.
- the structural member 10 comprises a plurality of separate thin-walled box-like elemental sections 11, arranged in end-to-end interfitting relation, in assembly, as will be fully described. Any desired number of the elemental sections 11 may be employed for making the beam of Fig. l or the column or pole of Fig. 2.
- Each box-like elemental section 11 is preferably rectangular in transverse cross section, Fig. 5, and includes side walls 12, 13, 14,,and 15, as well as end walls 16 and 17.
- Each box-like section 11 is preferably constructed from a flat foldable blank 18, Fig. 4, formed of plastic reinforced cardboard, paper, sheet metal, or any other suitable sheet material capable of being bent or folded and possessing the desired rigidity and stiffness.
- the blank 18 comprises a substantiallyrectangular body portion 19 having three equi-distantly spaced parallel fold or score lines 20 .extended thereacross for defining in the blank element rectangular sections which are the side walls 12, 13, 14, and 15 when the blank is folded into the box-like section -11, previously mentioned.
- the blank 18 further embodies a pair of extensions at opposite ends of the blank section or side 14, Fig. 4, foldable upon fold or score lines 21, and these extensions are the end walls 16 and 17 of the assembled elemental box-like section 11.
- the side or section 12 of the blank.18 is provided near its opposite ends with companion pairs of slits 22, and near and inwardly of its outer edge with longitudinally spaced pairs of slits 23.
- the blank section 12 also carries a narrow longitudinal flap 24 at its outer longitudinal edge, foldable upon a fold or score line 25.
- the blank section 15 carries at its outer longitudinal edge a pair of longitudinally spaced tabs 26, insertable through the pairs of slits 23 when the blank is folded to make the elemental box-like section 11..
- the blank extensions or ends 16 and 17 are similarly provided at their extremities with transversely spaced tabs 27, insertable through the pairs of slits 22 when the blank is folded for making the elemental box-like sections 11 of the structural member 10.
- each projection 28 has a central aperture 29 formed in its end Wall, as shown.
- the extension 17 of each blank 18 is likewise centrally embossed to provide in the end wall 17. of.each elemental section 11 a conically tapered truncated hollow projection or boss 30 having a central aperture 31 formed therein as shown, for axial alignment with the aperture 29 in the folded blank. 7 1 In constructing each box-like elemental section 11, the blank sections 13 and 15, Fig.
- the completed elemental section 11, Fig. 7, is somewhat elongated and rectangular in transverse cross section and is generally similar in shape to the well-known wax-coated paper quart milk carton.
- the hollow boss or projection 28 projects hea) yond or outwardly of the end wall 16, Fig. 7, and the hollow projection 30 projects inwardly of the end wall 17 to form in the corresponding end of the elemental section 11a conicallyjapered truncated ,recess adapted to snugly receive the projection 28 of acompanion elemental section 11 in the structural member 10.
- means are provided for securing the elemental sections 11 together under tension in end-to-end interfitting relation.
- Such means comprises a flexible cable or element 32 of desired length, having permanently secured to ,one end thereof by any suitable means a cylindrical screw-threadedrod 33.
- the opposite end of the cable32 has a cylindrical pin 34 permanently secured thereto by any suitable means, and the pin 34 is provided at its outer end with a flat circular head 35, preferably formed integral therewith.
- a desired numberof the box-like sections 11 are placed in end-to-end relation with the tapered projections 28 at corresponding ends thereof interfitting with the recesses in the other corresponding ends of the sections, afforded by the projections 30.
- the sections 11 are oriented so that their side walls form on the structural member four continuous and substantially smooth or uninterrupted side walls, whereby the entire member 10 is rectangular in cross section.
- a base or end plate 36 is provided for oneend of the member 10 and this base-plate is provided upon one side with a conically tapered truncated projection 37, corresponding in shape and size to each projection 28, and adapted to fit within the recess afforded by the project- .tion 30 of the endmost elemental section 11 of the member 10.
- the end plate 36 has an opening 38 formed axially therethrough, and is further provided in its outer side with a counterbore or recess 39, receiving the head 35, whereby the head is flush with the outer side of the end plate .36.
- the screwthreaded rod 33 and cable 32 are threaded axially through the interiors of all of the box-like sections 11 and through all of the openings 29 and 31 of the projections 28 and 30 which register in assembly.
- the pin 34 will engage through the opening 38 of the end plate 36, and through the opening 31 of the endmost elemental section 11, Fig. 6.
- the endplate 36 preferably has a swiveled connection with the pin 34.
- a large nut 40 having a central screw-threaded opening 41 formed therethrough is applied to the screw-threaded rod 33.
- This nut 40 is provided in its inner face with a truncated conically tapered recess 42, snugly receiving the projection 28 of the adjacent endmost elemental section 11, Fig. .6.
- each spacer 43 has acentral opening 44 formed therethrough for registration with a pair of the openings 29 and 31 in assembly, andadapted .to receive the cable 32.
- Each spacer element 43 is further provided upon one face with a truncated conically tapered projection or boss 45 which snugly interfits within the recess afforded by the embossed projection 30 of one adjacent elemental section '11.
- the opposite side of each spacer .element 43 has aztruncated conically tapered recess .46 formed therein to receive the projection 28 on the end of the other adjacent elemental section 11.
- spacer elements 43 enable the same elemental sections or units 11 employed in the straight structural member 10 to be utilized with the same cable 32 and associated parts for forming a curved arch member or beam such as the arch member 10, Fig. 3.
- a knock-down arch or the like comprising a plurality of hollow box-like elemental sections having ends provided with openings, projections formed upon corresponding ends of said sections, the other corresponding ends of the sections having recesses formed therein, wedgelike spacers arranged between adjacent ends of said sections and having openings formed therethrough registering with the openings of said ends, projections formed upon corresponding sides .of said spacers and interfitting with said recesses of corresponding ends of the sections, the other sides of the spacers having recesses interfitting with said projections of corresponding ends of said sections, a flexible element extending through'the interiors of said sections and through the openings of said ends and spacers, and means connected with said flexible element for tensioning the same and thereby drawing said sections and spacers rigidly together in end-to-end interfitting relation.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Description
7 Feb. 24,1959 MQL. CLEVETT, JR 2,874,812 7 KNOCK-DOWN'STRUCTURAL MEMBE WITH COLLAPSIBLE MEMBERS Fiied Jun 28', 1955 INVENTOR.
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ATTUENEY Y United States Pate KNOCK-DOWN STRUCTURAL MEMBER wrrn COLLAPSIBLE MEMBERS Merton L. Clevett, In, East Natick, Mass. Application June 28, 1955, Serial No. 518,701
1 Claim. (Cl. 189-34) (Granted under Title 35, U. S. Code(1952), sec. 266) tremely lightweight, strong knock-down structural member for use in forming beams, columns, arches and the like in building construction, and the like. i
A further object is to provide a structural member of the above-mentioned type which may be rapidly assembled and disassembled with a minimum of time andlabor} and without the use of special tools.
A further object is to provide a knock-down construction member having elemental sections or units formed from fiat foldable blanks of plastic reinforced cardboard, sheet metal or the like.
Another object is to provide a'knock-down construction member which will occupy extremely little'space when packaged for shipment or storage while'in the disassembled and collapsed condition.
A still further object is to provide a structural member of the above-mentioned type which may be used to form a substantially smooth-surfaced beam, pole or the like, free from surface projections and gaps.
Other objects and advantages of the invention will be apparent during the course of the following description.
In the accompanying drawings, forming a part of this application, andin which like numerals are employed to designate like parts throughout the same,
Fig. 1 is a side elevation of a structural beam, or the like, constructed in accordance with the present invention,
Fig. 2 is a similar view of a column or pole. in accordance with the invention,
Fig. 3 is a side elevation of an arch member in accordance with a modification of the invention,
Fig. 4 is a plan view of a sheet material blank utilized to form the elementalsections of the structural member,
Fig. Sis a transverse horizontal section taken on line 5-5 ofFig. 6, j
Fig. 6 is a transverse vertical section taken on line 6-6 of Fig. 5, Fig, 7 is a similar section taken on line 77 of Fig. 5, and
Fig. 8 is an enlarged fragmentary longitudinal vertical section through the arch shown in Fig. 3.
In the drawings, where for the purpose of illustration are shown preferred embodiments of the invention, attention is directed first to Figs. 1, 2, and 4 to 7, inclusive, wherein'the numeral 10 designates generally a knockdown, foldable structural member in accordance with the invention, adapted to serve as a beam, joist, rafter, or the like, when arranged horizontally as in Fig. 1, and as a pole, column, or the like when arranged vertically as in Fig. 2.
z The structural member 10 comprises a plurality of separate thin-walled box-like elemental sections 11, arranged in end-to-end interfitting relation, in assembly, as will be fully described. Any desired number of the elemental sections 11 may be employed for making the beam of Fig. l or the column or pole of Fig. 2.
Each box-like elemental section 11 is preferably rectangular in transverse cross section, Fig. 5, and includes side walls 12, 13, 14,,and 15, as well as end walls 16 and 17. Each box-like section 11 is preferably constructed from a flat foldable blank 18, Fig. 4, formed of plastic reinforced cardboard, paper, sheet metal, or any other suitable sheet material capable of being bent or folded and possessing the desired rigidity and stiffness. The blank 18 comprises a substantiallyrectangular body portion 19 having three equi-distantly spaced parallel fold or score lines 20 .extended thereacross for defining in the blank element rectangular sections which are the side walls 12, 13, 14, and 15 when the blank is folded into the box-like section -11, previously mentioned. The blank 18 further embodies a pair of extensions at opposite ends of the blank section or side 14, Fig. 4, foldable upon fold or score lines 21, and these extensions are the end walls 16 and 17 of the assembled elemental box-like section 11.
The side or section 12 of the blank.18 is provided near its opposite ends with companion pairs of slits 22, and near and inwardly of its outer edge with longitudinally spaced pairs of slits 23. The blank section 12 also carries a narrow longitudinal flap 24 at its outer longitudinal edge, foldable upon a fold or score line 25. The blank section 15 carries at its outer longitudinal edge a pair of longitudinally spaced tabs 26, insertable through the pairs of slits 23 when the blank is folded to make the elemental box-like section 11.. The blank extensions or ends 16 and 17 are similarly provided at their extremities with transversely spaced tabs 27, insertable through the pairs of slits 22 when the blank is folded for making the elemental box-like sections 11 of the structural member 10. The blank extensions 16, which as previously stated are the end walls 16 of the sections 11 are suitably embossed to form thereon short conically tapered truncated projections or hollow bosses 28, integral therewith. Each projection 28 has a central aperture 29 formed in its end Wall, as shown. The extension 17 of each blank 18 is likewise centrally embossed to provide in the end wall 17. of.each elemental section 11 a conically tapered truncated hollow projection or boss 30 having a central aperture 31 formed therein as shown, for axial alignment with the aperture 29 in the folded blank. 7 1 In constructing each box-like elemental section 11, the blank sections 13 and 15, Fig. 4, are folded upwardly along thescore lines 20 and the blank section 12 is then folded along one score line 20 until it is arranged opposite the blank section 14 and at right angles to the blank sections 13 and 15. The narrow flap 24 is now turned inwardly at right angles to the section 12 and disposed upon the inner side of the side wall 15, Fig. 5. The tabs 26 are now passed through the pairs of slits 23 in the manner shown in the drawings. The blank extensions 16 and 17 are now folded on the score lines 21 to opposed parallel relation, at right angles to the sections or sides 12, 13, 14, and 15, and the tabs 27 are passed through the pairs of slits 22 in the manner shown in the drawings for completing the construction of the hollow box-like elemental section 11.
The completed elemental section 11, Fig. 7, is somewhat elongated and rectangular in transverse cross section and is generally similar in shape to the well-known wax-coated paper quart milk carton. In the completed section 11, the hollow boss or projection 28 projects hea) yond or outwardly of the end wall 16, Fig. 7, and the hollow projection 30 projects inwardly of the end wall 17 to form in the corresponding end of the elemental section 11a conicallyjapered truncated ,recess adapted to snugly receive the projection 28 of acompanion elemental section 11 in the structural member 10.
In the member 10, means are provided for securing the elemental sections 11 together under tension in end-to-end interfitting relation. Such means comprises a flexible cable or element 32 of desired length, having permanently secured to ,one end thereof by any suitable means a cylindrical screw-threadedrod 33. The opposite end of the cable32 has a cylindrical pin 34 permanently secured thereto by any suitable means, and the pin 34 is provided at its outer end with a flat circular head 35, preferably formed integral therewith.
A desired numberof the box-like sections 11 are placed in end-to-end relation with the tapered projections 28 at corresponding ends thereof interfitting with the recesses in the other corresponding ends of the sections, afforded by the projections 30. The sections 11 are oriented so that their side walls form on the structural member four continuous and substantially smooth or uninterrupted side walls, whereby the entire member 10 is rectangular in cross section.
A base or end plate 36 is provided for oneend of the member 10 and this base-plate is provided upon one side with a conically tapered truncated projection 37, corresponding in shape and size to each projection 28, and adapted to fit within the recess afforded by the project- .tion 30 of the endmost elemental section 11 of the member 10. The end plate 36 has an opening 38 formed axially therethrough, and is further provided in its outer side with a counterbore or recess 39, receiving the head 35, whereby the head is flush with the outer side of the end plate .36.
In assembling the structural member 10, the screwthreaded rod 33 and cable 32 are threaded axially through the interiors of all of the box-like sections 11 and through all of the openings 29 and 31 of the projections 28 and 30 which register in assembly. The pin 34 will engage through the opening 38 of the end plate 36, and through the opening 31 of the endmost elemental section 11, Fig. 6. The endplate 36 preferably has a swiveled connection with the pin 34.
After the cable and rod 33 are threaded entirely through all of the elemental sections 11, a large nut 40 having a central screw-threaded opening 41 formed therethrough is applied to the screw-threaded rod 33. This nut 40 is provided in its inner face with a truncated conically tapered recess 42, snugly receiving the projection 28 of the adjacent endmost elemental section 11, Fig. .6. When the nut 40 is tightened, it bears against the adjacent end of the endmost section 11 and the cable 32 is placed under tension and the end plate 36 is drawn against the adjacent end of the other endmost section 11. This firmly secures theseveral sections 11 together in end-toend interfitting relation, and the resulting beam or pole shown in Figs. 1 and 2, respectively, is substantially rigid and very strong, so as to have utility in building construction, aircraft construction and the like.
I also contemplate forming the projections 28 and 30 other than circular or conical in cross section, and these projections may be formed rectangular or 'inthe shape of truncated pyramids in cross section, if desired. If this is done, the interfitting projections 28 and 30 will automatically orient the flat sides 12, '13, 14, and of the elemental sections 11 in parallelism in assembly, and it will be unnecessary to assemble the member 10 on a 4 flat surface or otherwise arrange the sections 11 by hand so that the completed member 10 will be rectangular in cross section and have substantially smooth or continuous sides, free of gaps or projections.
In Figs. 3 and 8, I have shown a modification of the invention, wherein a desired number of the elemental sections 11 may be utilized .to form an arch member 10' for building construction or the like. To facilitate this, I provide between the ends of each adjacent pair of sections 11 tapered or wedge-like spacer elements 43 formed of molded plastic material, or the like. Each spacer 43 has acentral opening 44 formed therethrough for registration with a pair of the openings 29 and 31 in assembly, andadapted .to receive the cable 32. Each spacer element 43 is further provided upon one face with a truncated conically tapered projection or boss 45 which snugly interfits within the recess afforded by the embossed projection 30 of one adjacent elemental section '11. The opposite side of each spacer .element 43 has aztruncated conically tapered recess .46 formed therein to receive the projection 28 on the end of the other adjacent elemental section 11.
It is thus seen that the use of the spacer elements 43 enables the same elemental sections or units 11 employed in the straight structural member 10 to be utilized with the same cable 32 and associated parts for forming a curved arch member or beam such as the arch member 10, Fig. 3.
All other parts and their functions are identical with corresponding parts shown described in connection with the first form of the invention.
It is to be understood that the forms of the invention, herewith shown and described are to be taken as preferred examples of the same, and that various changes in the shape, size and arrangement of parts may be resorted to, without departing from the spirit of the invention or the scope of the subjoined claim.
I claim:
A knock-down arch or the like comprising a plurality of hollow box-like elemental sections having ends provided with openings, projections formed upon corresponding ends of said sections, the other corresponding ends of the sections having recesses formed therein, wedgelike spacers arranged between adjacent ends of said sections and having openings formed therethrough registering with the openings of said ends, projections formed upon corresponding sides .of said spacers and interfitting with said recesses of corresponding ends of the sections, the other sides of the spacers having recesses interfitting with said projections of corresponding ends of said sections, a flexible element extending through'the interiors of said sections and through the openings of said ends and spacers, and means connected with said flexible element for tensioning the same and thereby drawing said sections and spacers rigidly together in end-to-end interfitting relation.
References Cited in the file of this patent UNITED STATES PATENTS 233,271 McLean et al. Oct. 12, 1880 511,472 Sumovski Dec. 26, 1893 1,110,157 Stewart Sept. 8, 1914 2,705,015 Langlais Mar. 29, 1955 FOREIGN PATENTS 21,680 Sweden Dec. 15, 1906 377,715 France July 19, 1907 746,138 France Feb. 27, 1933 1,052,362 France Sept. 23, 1953
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US518701A US2874812A (en) | 1955-06-28 | 1955-06-28 | Knock-down structural member with collapsible members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US518701A US2874812A (en) | 1955-06-28 | 1955-06-28 | Knock-down structural member with collapsible members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2874812A true US2874812A (en) | 1959-02-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US518701A Expired - Lifetime US2874812A (en) | 1955-06-28 | 1955-06-28 | Knock-down structural member with collapsible members |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2874812A (en) |
Cited By (51)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3170730A (en) * | 1962-11-13 | 1965-02-23 | Miller Herman Inc | Upholstered chair |
| US3372448A (en) * | 1964-11-18 | 1968-03-12 | Fabrication De Produits En Bet | Apparatus for prestressed concrete members of non-rectilinear shape |
| US3378965A (en) * | 1965-10-18 | 1968-04-23 | Alben V. Broquist | Prestressed concrete reinforcing arch structure |
| US3378969A (en) * | 1966-09-07 | 1968-04-23 | George K. Larger | Prefabricated composite masonry panel formed of prelaid individual masonry modules bonded together |
| US3427769A (en) * | 1966-07-26 | 1969-02-18 | Lundy Electronics & Syst Inc | Erecting mechanism |
| US3464168A (en) * | 1967-11-03 | 1969-09-02 | Us Army | Portable shelter |
| US3492768A (en) * | 1967-04-11 | 1970-02-03 | Wilhelm Schuster | Resilient support |
| US3495369A (en) * | 1966-04-26 | 1970-02-17 | Serge Laroche | Compound curved building elements attached end to end |
| US3633326A (en) * | 1970-09-14 | 1972-01-11 | Us Air Force | Portable shelter and method for constructing the shelter |
| US3701555A (en) * | 1969-11-24 | 1972-10-31 | Kenneth D Harris | Clamp |
| US3708944A (en) * | 1969-10-31 | 1973-01-09 | M Miyake | Method of making an arch |
| US3969871A (en) * | 1975-02-10 | 1976-07-20 | The Toro Company | Fastening construction for playground equipment |
| FR2327391A1 (en) * | 1975-10-09 | 1977-05-06 | Yamamoto Minoru | SUPPORT STRUCTURE OF A TUNNEL AND TUBULAR SUPPORT ELEMENT USED IN THE SAID STRUCTURE |
| US4035966A (en) * | 1973-10-18 | 1977-07-19 | Leon Eugenie Daniel Dompas | Structure having vertical bearer walls and horizontal ceilings |
| US4045929A (en) * | 1975-12-01 | 1977-09-06 | Gianfranco Velo Dalbrenta | Liquidtight tank made of prestressed reinforced concrete, particularly for purification plants |
| US4144687A (en) * | 1970-07-01 | 1979-03-20 | Brunes Tons J | Self-supporting girder structure |
| WO1979000237A1 (en) * | 1977-10-26 | 1979-05-03 | R Behrend | Tent with bearing arches |
| US4275537A (en) * | 1977-05-26 | 1981-06-30 | Tension Structures, Inc. | Tension members |
| US4412405A (en) * | 1981-08-28 | 1983-11-01 | Tucker Jasper J | Interlocking building structure |
| US4890437A (en) * | 1987-07-09 | 1990-01-02 | Quaile Allan T | Segmented arch structure |
| US4894962A (en) * | 1989-05-01 | 1990-01-23 | Conn C R | Arched structure comprising pre-manufactured components |
| WO1990003479A1 (en) * | 1988-09-19 | 1990-04-05 | A/S Dansk Spændbeton | A method of manufacturing a prestressed concrete beam or plate element and reinforcing assemblies for use in the method |
| FR2666607A1 (en) * | 1990-09-07 | 1992-03-13 | Walter Ets Lucien | Girder, in particular made of prestressed aluminium |
| US5201786A (en) * | 1988-09-26 | 1993-04-13 | Larsen Peter W | Prefabricated building |
| US5218801A (en) * | 1991-09-25 | 1993-06-15 | Hereford Judson A | Roof truss and decking system |
| US5323573A (en) * | 1991-08-21 | 1994-06-28 | Hypertat Corporation | Building structure and method of erecting it |
| US5325652A (en) * | 1992-08-17 | 1994-07-05 | David Feder | Contoured marble and method of fabrication |
| US5525089A (en) * | 1991-08-16 | 1996-06-11 | Heinz; Ted | Rotatable, demountable blocks of several shapes on a central elastic anchor |
| US5771639A (en) * | 1993-04-22 | 1998-06-30 | Wood; Marcus Bennett | Emergency shelter |
| US5797234A (en) * | 1997-03-04 | 1998-08-25 | Theodorou; Antonis | Flexible connector and assembly for structural connection |
| WO2001086089A1 (en) * | 2000-05-08 | 2001-11-15 | Swissfiber Ag | Prestress-stabilized constructional elements |
| FR2862995A1 (en) * | 2003-12-01 | 2005-06-03 | Jean Louis Desbordes | Supple self-stressed beam for anti-seismic structure is made in sections held together by continuous cables passing round grooved rollers in straight and curved lines |
| US20050229502A1 (en) * | 2002-11-13 | 2005-10-20 | The Queen's University Of Belfast | Concrete arch and method of manufacture |
| WO2005117651A1 (en) * | 2004-06-01 | 2005-12-15 | Hannes Angerer | Supporting structure for three-dimensional objects |
| US20070234490A1 (en) * | 2006-03-23 | 2007-10-11 | Mordehay Carmel | Mobile compression and tension bridge and shelter structure |
| AT504065B1 (en) * | 2004-06-01 | 2009-07-15 | Angerer Hannes | STRUCTURE FOR ROOM-BUILDING OBJECTS |
| US20120037778A1 (en) * | 2009-04-21 | 2012-02-16 | Aspect Magnet Technologies Ltd. | Flexible segmented support structure |
| AT509378B1 (en) * | 2010-02-03 | 2013-05-15 | Andreas Claus Schnetzer | BUILDING |
| US8615934B1 (en) * | 2011-10-07 | 2013-12-31 | Stephen C. Webb | Panelized portable shelter |
| US20140223856A1 (en) * | 2013-02-12 | 2014-08-14 | Composite Structural Systems, LLC | Piling extender |
| US9115508B2 (en) | 2009-04-21 | 2015-08-25 | Medi-Mag Ltd. | Flexible segmented support structure |
| US9200447B1 (en) | 2013-02-08 | 2015-12-01 | Concrete and Foam Structures, LLC | Prestressed modular foam structures |
| DE102016118739A1 (en) * | 2016-10-04 | 2018-04-05 | Vaude Gmbh & Co. Kg | Tent with structure and tent roof |
| US10415265B1 (en) * | 2018-03-20 | 2019-09-17 | Gang Liang | Convertible protective shelter |
| CN110291264A (en) * | 2017-02-07 | 2019-09-27 | 施塔尔起重机系统有限责任公司 | Supports for segmented structural design |
| US20200109552A1 (en) * | 2018-10-08 | 2020-04-09 | Jack M. Tucker | Fortified radial arch structure |
| CN111155795A (en) * | 2020-02-18 | 2020-05-15 | 赛尔特建筑科技(广东)有限公司 | Prestressed mobile sun room and its prestressed modular unit |
| US10704222B2 (en) * | 2016-09-29 | 2020-07-07 | SWS Innovations, LLC | Reinforcement devices, systems and methods for constructing and reinforcing the foundation of a structure |
| DE102020118611A1 (en) | 2020-07-15 | 2022-01-20 | Technische Universität München | DEVICE FOR PROTECTION AGAINST ENVIRONMENTAL EFFECTS, ESPECIALLY OUTDOORS |
| US20230080627A1 (en) * | 2021-09-10 | 2023-03-16 | Zhejiang Shengge Technology Co., Ltd. | Cross Beam of Canopy |
| US20250059759A1 (en) * | 2022-01-05 | 2025-02-20 | Ecor Ltd | Construction block and building element |
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|---|---|---|---|---|
| US3170730A (en) * | 1962-11-13 | 1965-02-23 | Miller Herman Inc | Upholstered chair |
| US3372448A (en) * | 1964-11-18 | 1968-03-12 | Fabrication De Produits En Bet | Apparatus for prestressed concrete members of non-rectilinear shape |
| US3378965A (en) * | 1965-10-18 | 1968-04-23 | Alben V. Broquist | Prestressed concrete reinforcing arch structure |
| US3495369A (en) * | 1966-04-26 | 1970-02-17 | Serge Laroche | Compound curved building elements attached end to end |
| US3427769A (en) * | 1966-07-26 | 1969-02-18 | Lundy Electronics & Syst Inc | Erecting mechanism |
| US3378969A (en) * | 1966-09-07 | 1968-04-23 | George K. Larger | Prefabricated composite masonry panel formed of prelaid individual masonry modules bonded together |
| US3492768A (en) * | 1967-04-11 | 1970-02-03 | Wilhelm Schuster | Resilient support |
| US3464168A (en) * | 1967-11-03 | 1969-09-02 | Us Army | Portable shelter |
| US3708944A (en) * | 1969-10-31 | 1973-01-09 | M Miyake | Method of making an arch |
| US3857213A (en) * | 1969-10-31 | 1974-12-31 | M Miyake | Simplified construction |
| US3701555A (en) * | 1969-11-24 | 1972-10-31 | Kenneth D Harris | Clamp |
| US4144687A (en) * | 1970-07-01 | 1979-03-20 | Brunes Tons J | Self-supporting girder structure |
| US3633326A (en) * | 1970-09-14 | 1972-01-11 | Us Air Force | Portable shelter and method for constructing the shelter |
| US4035966A (en) * | 1973-10-18 | 1977-07-19 | Leon Eugenie Daniel Dompas | Structure having vertical bearer walls and horizontal ceilings |
| US3969871A (en) * | 1975-02-10 | 1976-07-20 | The Toro Company | Fastening construction for playground equipment |
| FR2327391A1 (en) * | 1975-10-09 | 1977-05-06 | Yamamoto Minoru | SUPPORT STRUCTURE OF A TUNNEL AND TUBULAR SUPPORT ELEMENT USED IN THE SAID STRUCTURE |
| US4045929A (en) * | 1975-12-01 | 1977-09-06 | Gianfranco Velo Dalbrenta | Liquidtight tank made of prestressed reinforced concrete, particularly for purification plants |
| US4275537A (en) * | 1977-05-26 | 1981-06-30 | Tension Structures, Inc. | Tension members |
| WO1979000237A1 (en) * | 1977-10-26 | 1979-05-03 | R Behrend | Tent with bearing arches |
| DE2747913A1 (en) * | 1977-10-26 | 1979-05-03 | Ruediger Behrend | TENT STRUCTURE WITH STRUCTURAL ARCHES |
| US4284094A (en) * | 1977-10-26 | 1981-08-18 | Rudiger Behrend | Tent structure with support arches |
| US4412405A (en) * | 1981-08-28 | 1983-11-01 | Tucker Jasper J | Interlocking building structure |
| US4890437A (en) * | 1987-07-09 | 1990-01-02 | Quaile Allan T | Segmented arch structure |
| WO1990003479A1 (en) * | 1988-09-19 | 1990-04-05 | A/S Dansk Spændbeton | A method of manufacturing a prestressed concrete beam or plate element and reinforcing assemblies for use in the method |
| US5201786A (en) * | 1988-09-26 | 1993-04-13 | Larsen Peter W | Prefabricated building |
| US4894962A (en) * | 1989-05-01 | 1990-01-23 | Conn C R | Arched structure comprising pre-manufactured components |
| FR2666607A1 (en) * | 1990-09-07 | 1992-03-13 | Walter Ets Lucien | Girder, in particular made of prestressed aluminium |
| US5525089A (en) * | 1991-08-16 | 1996-06-11 | Heinz; Ted | Rotatable, demountable blocks of several shapes on a central elastic anchor |
| US5323573A (en) * | 1991-08-21 | 1994-06-28 | Hypertat Corporation | Building structure and method of erecting it |
| US5218801A (en) * | 1991-09-25 | 1993-06-15 | Hereford Judson A | Roof truss and decking system |
| US5325652A (en) * | 1992-08-17 | 1994-07-05 | David Feder | Contoured marble and method of fabrication |
| US5771639A (en) * | 1993-04-22 | 1998-06-30 | Wood; Marcus Bennett | Emergency shelter |
| US5797234A (en) * | 1997-03-04 | 1998-08-25 | Theodorou; Antonis | Flexible connector and assembly for structural connection |
| WO2001086089A1 (en) * | 2000-05-08 | 2001-11-15 | Swissfiber Ag | Prestress-stabilized constructional elements |
| US20050229502A1 (en) * | 2002-11-13 | 2005-10-20 | The Queen's University Of Belfast | Concrete arch and method of manufacture |
| US7204058B2 (en) * | 2002-11-13 | 2007-04-17 | The Queen's University Of Belfast | Concrete arch and method of manufacture |
| FR2862995A1 (en) * | 2003-12-01 | 2005-06-03 | Jean Louis Desbordes | Supple self-stressed beam for anti-seismic structure is made in sections held together by continuous cables passing round grooved rollers in straight and curved lines |
| AT504065B1 (en) * | 2004-06-01 | 2009-07-15 | Angerer Hannes | STRUCTURE FOR ROOM-BUILDING OBJECTS |
| WO2005117651A1 (en) * | 2004-06-01 | 2005-12-15 | Hannes Angerer | Supporting structure for three-dimensional objects |
| US7546654B2 (en) * | 2006-03-23 | 2009-06-16 | Mordehay Carmel | Mobile compression and tension bridge and shelter structure |
| US20070234490A1 (en) * | 2006-03-23 | 2007-10-11 | Mordehay Carmel | Mobile compression and tension bridge and shelter structure |
| US20120037778A1 (en) * | 2009-04-21 | 2012-02-16 | Aspect Magnet Technologies Ltd. | Flexible segmented support structure |
| US8985538B2 (en) * | 2009-04-21 | 2015-03-24 | Uri Rapoport | Flexible segmented support structure |
| US9115508B2 (en) | 2009-04-21 | 2015-08-25 | Medi-Mag Ltd. | Flexible segmented support structure |
| AT509378B1 (en) * | 2010-02-03 | 2013-05-15 | Andreas Claus Schnetzer | BUILDING |
| US8615934B1 (en) * | 2011-10-07 | 2013-12-31 | Stephen C. Webb | Panelized portable shelter |
| US9200447B1 (en) | 2013-02-08 | 2015-12-01 | Concrete and Foam Structures, LLC | Prestressed modular foam structures |
| US9416556B2 (en) | 2013-02-12 | 2016-08-16 | Composite Structural Systems, LLC | Piling extender |
| US9140024B2 (en) * | 2013-02-12 | 2015-09-22 | Composite Structural Systems, LLC | Piling extender |
| US20140223856A1 (en) * | 2013-02-12 | 2014-08-14 | Composite Structural Systems, LLC | Piling extender |
| US10704222B2 (en) * | 2016-09-29 | 2020-07-07 | SWS Innovations, LLC | Reinforcement devices, systems and methods for constructing and reinforcing the foundation of a structure |
| DE102016118739A1 (en) * | 2016-10-04 | 2018-04-05 | Vaude Gmbh & Co. Kg | Tent with structure and tent roof |
| CN110291264A (en) * | 2017-02-07 | 2019-09-27 | 施塔尔起重机系统有限责任公司 | Supports for segmented structural design |
| US20190352143A1 (en) * | 2017-02-07 | 2019-11-21 | Stahl Cranesystems Gmbh | Support of segmented structural design |
| CN110291264B (en) * | 2017-02-07 | 2022-03-22 | 施塔尔起重机系统有限责任公司 | Supports for segmented structural design |
| US11078053B2 (en) * | 2017-02-07 | 2021-08-03 | Stahl Cranesystems Gmbh | Support of segmented structural design |
| US10415265B1 (en) * | 2018-03-20 | 2019-09-17 | Gang Liang | Convertible protective shelter |
| US10774519B2 (en) * | 2018-10-08 | 2020-09-15 | Ram Structures Llc | Fortified radial arch structure |
| US10954664B1 (en) | 2018-10-08 | 2021-03-23 | Ram Structures Llc | Fortified radial arch structure |
| US11008749B2 (en) | 2018-10-08 | 2021-05-18 | Ram Structures Llc | Fortified radial arch structure |
| US20200109552A1 (en) * | 2018-10-08 | 2020-04-09 | Jack M. Tucker | Fortified radial arch structure |
| CN111155795A (en) * | 2020-02-18 | 2020-05-15 | 赛尔特建筑科技(广东)有限公司 | Prestressed mobile sun room and its prestressed modular unit |
| DE102020118611A1 (en) | 2020-07-15 | 2022-01-20 | Technische Universität München | DEVICE FOR PROTECTION AGAINST ENVIRONMENTAL EFFECTS, ESPECIALLY OUTDOORS |
| US20230080627A1 (en) * | 2021-09-10 | 2023-03-16 | Zhejiang Shengge Technology Co., Ltd. | Cross Beam of Canopy |
| US11674299B2 (en) * | 2021-09-10 | 2023-06-13 | Zhejiang Shengge Technology Co., Ltd. | Cross beam of canopy |
| US20250059759A1 (en) * | 2022-01-05 | 2025-02-20 | Ecor Ltd | Construction block and building element |
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