US2980215A - Tubular interlocking joint - Google Patents

Tubular interlocking joint Download PDF

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US2980215A
US2980215A US695834A US69583457A US2980215A US 2980215 A US2980215 A US 2980215A US 695834 A US695834 A US 695834A US 69583457 A US69583457 A US 69583457A US 2980215 A US2980215 A US 2980215A
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support member
sections
cylindric
cavity
arcuate
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Englund Ernest
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/08Vaulted roofs
    • E04B7/10Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
    • E04B7/105Grid-like structures
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B3/00Key-type connections; Keys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • E04C2003/0417Joists; 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 demountable
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/043Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0439Joists; 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 cross-section comprising open parts and hollow parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped

Definitions

  • the present invention relates to shelter structures and particularly to support members suitable for use in forming the frames of shelter structures.
  • space-grid construction In architectural engineering, a type of frame construction known generally as space-grid construction has been widely used for hemispherical dome shelters, of which the geodesic is one form, and for semi-cylindrical arch shelters resembling, in form at least, what is commonly known as the Quonset hut type of structure. Additionally, the principles of space-grid framing have been successfully used for horizontal and vertical planar wall structures, being exemplified in the latter case by what is known as curtain-wall structure.
  • a space-grid structural frame is made up of support members interconnected in a geometric pattern so as to form a structure of such a favorable weightto-strength ratio that it is, in fact, self supporting.
  • the spacegrid frame may carry thereon a covering skin or a lining skin, or both, of a conformable material which may be of metal, plastic, fabric and the like; or the frame may support in the spacings between the support members panels or structural units which fill the spacings and are rigidly connected to the support members for contributing to the total strength of the structure.
  • a conformable material which may be of metal, plastic, fabric and the like.
  • An object of the present invention is to provide an improved support member for frame constructions which is lightweight, simple and inexpensive to manfacture and easy to assemble.
  • Another object of the invention is to provide an improved support member which is easily adapted to extrusion methods of manufacture.
  • An additional object of the invention is an improved support member having a favorable weightto-strength ratio which is particularly well adapted for use in space-grid structures and to receive and support structural units spaced therebetween.
  • a more specific object of the invention is to provide an improved support member made up of longitudinal sections that are overlapped and interlocked one with another to define a tubular cavity and which carries within the tubular cavity structure for maintaining the sections in interlock, whereby the structure is made lightweight yet rigid and strong.
  • manufacture of the support member is greatly simplified and easily accomplished by extrusion methods and permits the inclusion of projecting surfaces on which panels may be fixed and supported.
  • Figure 1 is a perspective view of a support member in accordance with the invention.
  • Figure 2 is a perspective view of an alternate embodiment of a structural member in accordance with the invention.
  • Figures 3A, 3B, 3C and 3D show in longitudinal crosssection a support member in accordance with the invention and filler arrangements for insertion into the cylindric cavity of the support member;
  • Figure 4 is an end view of an arcuate section such as used in the support member shown in Fig. 1;
  • Figure Si is a top plan view of the central vertex section of a geodesic type frame structure employing support members in accordance with the invention.
  • FIG. 1 a support member 10 in accordance with the invention made up of interlocked arcuate sections 11 and 12 and a cylindric sleeve 13 split'longitudinally into two sections 13a and 13b.
  • the arcuate sections 11 and 12 are identical and as best shown from the cross-sectional view of Figure 4 the arcuate section 11 is made up of an inner surface 15 and an outer surface 16.
  • the inner surface 15 is a concave cavity extending from a blunted end 17 to a sharpened end 18 and is defined by a semi-cylindric surface 14 extending from the blunted end 17 and terminated at a diametrically opposed surface 19, a slot 20 of which the surface 19 forms one side and a curved surface 21 extending between the slot 20 and the pointed end 18.
  • the center of curvature of the curved surface 21 is concentric with that of the semi-cylindric surface 14 and the radius of curvature is slightly larger than that of the semi-cylindric.
  • the outer surface 16 of section 11 is shaped to conform generally to that of the inner surface 15 and includes a projection or key 22 at the blunt surface 17 joined to a curved surface 23 having the same length, the same center of curvature and the same radius of curvature as the curved surface 21, and which continues into a curved surface 24 of gradually diminishing curvature which is terminated in a fiat surface 25.
  • Another curved surface 26 taking a shape inverse to that of the surface 24 extends from the pointed end 18 of the section 11 to the flat surface 25.
  • a deep slot 27 is formed which extends inwardly towards the center of curvature of the surfaces 14, 21 and 23.
  • the key 22 conforms to the shape of the slot 20 so that when the section 11 is mated with a correspondingly identical section, such as section 12 indicated by the dotted lines in Figure 4, the sections interlock at the slot 20 and at the key 22 to define a symmetrical support member having a cylindric cavity 27.
  • the shape of the outer surface 16 is not critical to the practice of the invention, the configuration shown in Fig. 4 being selected as one that provides a structure of thickness resistive to flexing forces and accommodates apertures or slots, such as the slot 27, into which structural units or panels can be mounted. Accordingly, the outer surface 16 can be formed in accordance with the usage to which thesupport member is to be put and can be made up of flat or rounded surfaces, and include apertures and projections of either a continuous or an intermittent nature. As pointed out, the structure of Figures 1 and 4 has been selected as being particularly well adapted for use in carrying the structural units of the above-mentioned copending application.
  • FIG. 2 Illustrative of the variations that may be introduced into the outer surface 16 of an arcuate section is the showing in Figure 2 wherein there is shown a support member 3t) made up of arcuate sections 31 and 32 and a cylindric sleeve 33 split longitudinally into two sections 33A and 333.
  • the arcuate section 31 is identical to the arcuate section 32 and the inner surface 35 thereof is identical to the inner surface 15 shown in Figure 4.
  • the outer surface 35 is more of a box shape including a pair of spaced apart slotted flanges 37 and 38.
  • the outer surface configuration shown in this instance is designed to accommodate and carry a pair of spaced apart panels so as to provide a double wall structure with a dead air space insulating cavity.
  • the cylindric sleeves 13 and 33 employed, respectively, in support members it) and 30 are inserted into the cylindric cavity defined by the arcuate sections of the support members for maintaining the sections in interlock.
  • the cylindric sleeves are shown to be longitudinally split into two segments, they could be unitary.
  • the split cylindric is illustrated because it is believed by use of such an arrangement the tighter fit can be achieved within the cylindric cavity. in actual practice the split need not be longitudinal with the axis of the sleeve but it could be helical, wedge shaped or of any other convenient configuration.
  • Figure 3A shows a longitudinal cross-sectional view of the support member and a short cylindrical stub 41 which is closed at its end 42, open at its end 43 and includes therein at least one partial longitudinal slot 44.
  • the cylindric stub is preferably slightly larger than the cylindric cavity of the support member 10 so that when placed within the cylindric cavity the s ub flexes at the slot t4 and fits snugly to the cavity.
  • Figure 3B shows in longitudinal cross-section the support member 10 carrying therein a slotted cylindric sleeve 45-.
  • the cylindric sleeve 45 is preferably of a greater diameter than the diameter of the cylindric cavity and is longitudina'lly slotted either parallel to the axis thereof or in a helical pattern and is fitted snugly within the cavity.
  • Figure 3C shows in longitudinal cross-section a support member it carrying therein spheres 541 such as tennis balls, ping pong balls, and the like, and of a diameter to fit snugly within the cylindric cavity of the support member.
  • Figure 3B shows in cross-sectional view the support member 10 carrying therein a helical spring 55 which is made of resilient material and preferably of a diameter slightly larger than the diameter of the cylindric cavity.
  • the cylindric sleeves and structures shown in Figures 3A to 3D are inserted into the cylindric cavity defined by the support member in order to force the arcuate sections thereof into interlocking relationship at the surfaces of overlap.
  • the support member so presented is then unitary, light and strong and may be employed in a geodesic type of structure such as is illustrated in part in Fig. 5.
  • the support members 10 are arranged in a frame structure Si by means of fastening devices 51 of any suitable form such, for example, as those described in the R. B. Fuller Patent No. 2,682,235, issued June 29, 1954.
  • the support members 16 are adapted to support within the open spaces appropriate construction units or panels such as described in the applicants copending application.
  • support member made up of arcuate sections
  • the support member may take any cross-sectional configuration, and that the sections thereof may be angular as well as arcuate.
  • the sections which go to make up the support member are believed to be particularly well adapted to an extrusion method of manufacture. They may be made of metal, aluminum having been found to be an easily extrudable material, or plastic with or without reinforcing fibers and laminates.
  • the advantage of this type of manufacture is that obviously the lengths of the arcuate sections are indeterminate and the shapes which may be given to the outer surfaces is completely flexible being determined entirely by the dies used with the extrusion machinery. Molding or centrifugal casting operations are considerably more expensive and provide members of limited lengths.
  • a frame member comprising a plurality of longitudinally extending, laterally curved sections arranged in radial overlap to define in composite a cavity, each of said sections overlapping and underlapping respectively adjacent sections and being longitudinally slotted on the surface of overlap and being longitudinally keyed on the surface of overlap for interlocking said section with adjacent sections, and means conformable to the dimension of said tubular cavity including a sectioned column coextensive with the length of said frame member for maintaining said sections in interlock.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

A nl 18, 1961 Y E. ENGLUND 2,980,215
TUBULAR INTERLOCKING JOINT Filed Nov. 12, 1957 2 Sheets-Sheet 1 Z i 'EL L Q Z INVENTOR.
April 18, 1961 Filed Nov. 12. 1957 E. ENGLUND TUBULAR INTERLOCKING JOINT 2 Sheets-Sheet 2 A I mw INVENTOR.
BY 6 WWW M TUBULAR INTERLOCKING JOINT Ernest England, 118 W. Florida, Urbana, Ill.
Filed Nov. 12, 1957, Ser. No. 695,834
1 Claim. (Cl.189-34) The present invention relates to shelter structures and particularly to support members suitable for use in forming the frames of shelter structures.
In architectural engineering, a type of frame construction known generally as space-grid construction has been widely used for hemispherical dome shelters, of which the geodesic is one form, and for semi-cylindrical arch shelters resembling, in form at least, what is commonly known as the Quonset hut type of structure. Additionally, the principles of space-grid framing have been successfully used for horizontal and vertical planar wall structures, being exemplified in the latter case by what is known as curtain-wall structure.
Generally, a space-grid structural frame is made up of support members interconnected in a geometric pattern so as to form a structure of such a favorable weightto-strength ratio that it is, in fact, self supporting. To
provide shelter against the elements of nature, the spacegrid frame may carry thereon a covering skin or a lining skin, or both, of a conformable material which may be of metal, plastic, fabric and the like; or the frame may support in the spacings between the support members panels or structural units which fill the spacings and are rigidly connected to the support members for contributing to the total strength of the structure. Such a structural unit is described in the applicants copending application Serial No. 681,955, filed September 4, 1957, now abandoned. It is to improvements in support members for such frame constructions that the present invention is directed.
An object of the present invention is to provide an improved support member for frame constructions which is lightweight, simple and inexpensive to manfacture and easy to assemble.
Another object of the invention is to provide an improved support member which is easily adapted to extrusion methods of manufacture.
An additional object of the invention is an improved support member having a favorable weightto-strength ratio which is particularly well adapted for use in space-grid structures and to receive and support structural units spaced therebetween. I
A more specific object of the invention is to provide an improved support member made up of longitudinal sections that are overlapped and interlocked one with another to define a tubular cavity and which carries within the tubular cavity structure for maintaining the sections in interlock, whereby the structure is made lightweight yet rigid and strong. Inasmuch as the longitudinal sections are identical, manufacture of the support member is greatly simplified and easily accomplished by extrusion methods and permits the inclusion of projecting surfaces on which panels may be fixed and supported.
Further objects and features of the invention pertain to the particular construction and arrangement employed in attaining, the above identified objects.
The invention, both as to its structure and mode of to provide Patented Apr. 18, 1961 use, will be better understood by reference to the following specification and drawings, forming a part thereof, wherein: V
Figure 1 is a perspective view of a support member in accordance with the invention;
Figure 2 is a perspective view of an alternate embodiment of a structural member in accordance with the invention;
Figures 3A, 3B, 3C and 3D show in longitudinal crosssection a support member in accordance with the invention and filler arrangements for insertion into the cylindric cavity of the support member;
Figure 4 is an end view of an arcuate section such as used in the support member shown in Fig. 1; and
Figure Sis a top plan view of the central vertex section of a geodesic type frame structure employing support members in accordance with the invention.
Referring now to the drawings, there is shown in Figure 1 a support member 10 in accordance with the invention made up of interlocked arcuate sections 11 and 12 and a cylindric sleeve 13 split'longitudinally into two sections 13a and 13b. The arcuate sections 11 and 12 are identical and as best shown from the cross-sectional view of Figure 4 the arcuate section 11 is made up of an inner surface 15 and an outer surface 16. The inner surface 15 is a concave cavity extending from a blunted end 17 to a sharpened end 18 and is defined by a semi-cylindric surface 14 extending from the blunted end 17 and terminated at a diametrically opposed surface 19, a slot 20 of which the surface 19 forms one side and a curved surface 21 extending between the slot 20 and the pointed end 18. The center of curvature of the curved surface 21 is concentric with that of the semi-cylindric surface 14 and the radius of curvature is slightly larger than that of the semi-cylindric.
The outer surface 16 of section 11 is shaped to conform generally to that of the inner surface 15 and includes a projection or key 22 at the blunt surface 17 joined to a curved surface 23 having the same length, the same center of curvature and the same radius of curvature as the curved surface 21, and which continues into a curved surface 24 of gradually diminishing curvature which is terminated in a fiat surface 25. Another curved surface 26 taking a shape inverse to that of the surface 24 extends from the pointed end 18 of the section 11 to the flat surface 25. At the fiat surface 25 a deep slot 27 is formed which extends inwardly towards the center of curvature of the surfaces 14, 21 and 23. The key 22 conforms to the shape of the slot 20 so that when the section 11 is mated with a correspondingly identical section, such as section 12 indicated by the dotted lines in Figure 4, the sections interlock at the slot 20 and at the key 22 to define a symmetrical support member having a cylindric cavity 27.
It is to be understood that the shape of the outer surface 16 is not critical to the practice of the invention, the configuration shown in Fig. 4 being selected as one that provides a structure of thickness resistive to flexing forces and accommodates apertures or slots, such as the slot 27, into which structural units or panels can be mounted. Accordingly, the outer surface 16 can be formed in accordance with the usage to which thesupport member is to be put and can be made up of flat or rounded surfaces, and include apertures and projections of either a continuous or an intermittent nature. As pointed out, the structure of Figures 1 and 4 has been selected as being particularly well adapted for use in carrying the structural units of the above-mentioned copending application.
Illustrative of the variations that may be introduced into the outer surface 16 of an arcuate section is the showing in Figure 2 wherein there is shown a support member 3t) made up of arcuate sections 31 and 32 and a cylindric sleeve 33 split longitudinally into two sections 33A and 333. The arcuate section 31 is identical to the arcuate section 32 and the inner surface 35 thereof is identical to the inner surface 15 shown in Figure 4. The outer surface 35 is more of a box shape including a pair of spaced apart slotted flanges 37 and 38. The outer surface configuration shown in this instance is designed to accommodate and carry a pair of spaced apart panels so as to provide a double wall structure with a dead air space insulating cavity.
The cylindric sleeves 13 and 33 employed, respectively, in support members it) and 30 are inserted into the cylindric cavity defined by the arcuate sections of the support members for maintaining the sections in interlock. Though the cylindric sleeves are shown to be longitudinally split into two segments, they could be unitary. The split cylindric is illustrated because it is believed by use of such an arrangement the tighter fit can be achieved within the cylindric cavity. in actual practice the split need not be longitudinal with the axis of the sleeve but it could be helical, wedge shaped or of any other convenient configuration.
Alternative structures for maintaining the arcuate sections interlocked are shown in Figures 3A, 3B, 3C and 3D. Figure 3A shows a longitudinal cross-sectional view of the support member and a short cylindrical stub 41 which is closed at its end 42, open at its end 43 and includes therein at least one partial longitudinal slot 44. At its end 43 the cylindric stub is preferably slightly larger than the cylindric cavity of the support member 10 so that when placed within the cylindric cavity the s ub flexes at the slot t4 and fits snugly to the cavity. Figure 3B shows in longitudinal cross-section the support member 10 carrying therein a slotted cylindric sleeve 45-. The cylindric sleeve 45 is preferably of a greater diameter than the diameter of the cylindric cavity and is longitudina'lly slotted either parallel to the axis thereof or in a helical pattern and is fitted snugly within the cavity. Figure 3C shows in longitudinal cross-section a support member it carrying therein spheres 541 such as tennis balls, ping pong balls, and the like, and of a diameter to fit snugly within the cylindric cavity of the support member. Figure 3B shows in cross-sectional view the support member 10 carrying therein a helical spring 55 which is made of resilient material and preferably of a diameter slightly larger than the diameter of the cylindric cavity.
It is understood that the cylindric sleeves and structures shown in Figures 3A to 3D are inserted into the cylindric cavity defined by the support member in order to force the arcuate sections thereof into interlocking relationship at the surfaces of overlap. The support member so presented is then unitary, light and strong and may be employed in a geodesic type of structure such as is illustrated in part in Fig. 5. Therein the support members 10 are arranged in a frame structure Si by means of fastening devices 51 of any suitable form such, for example, as those described in the R. B. Fuller Patent No. 2,682,235, issued June 29, 1954. As previously noted, the support members 16 are adapted to support within the open spaces appropriate construction units or panels such as described in the applicants copending application.
Though the invention has been described in terms of support member made up of arcuate sections, it is understood that the support member may take any cross-sectional configuration, and that the sections thereof may be angular as well as arcuate. The sections which go to make up the support member, are believed to be particularly well adapted to an extrusion method of manufacture. They may be made of metal, aluminum having been found to be an easily extrudable material, or plastic with or without reinforcing fibers and laminates. The advantage of this type of manufacture is that obviously the lengths of the arcuate sections are indeterminate and the shapes which may be given to the outer surfaces is completely flexible being determined entirely by the dies used with the extrusion machinery. Molding or centrifugal casting operations are considerably more expensive and provide members of limited lengths. Additionally, considerable advantage can be achieved from having a support member made up of longitudinal sections in that movement and positioning of the members is greatly simplified by the reduced weight of the fractional parts that go to make up this structural member. Sections of considerable length, for example, 20 feet, can be easily moved by two men and raised into construction position, the sections being joined in the construction position and the internal expansion member being inserted thereafter. This provides a structure that is not only inexpensive and easy to manufacture, but is of considerable advantage in use.
In view of the foregoing disclosure, it is obvious that there hm beenpresented herein an improved support member that is light of weight yet rigid and strong, convenient and easy to handle, and easily adapted to extrusion methods of manufacture. While the arrangement described and presented herein is at present considered to be preferred, it is understood that variations and modification may be made therein and it is intended to cover in the appended claim all such variations and modifications as fall within the true spirit and scope of the invention.
What is claimed is:
A frame member comprising a plurality of longitudinally extending, laterally curved sections arranged in radial overlap to define in composite a cavity, each of said sections overlapping and underlapping respectively adjacent sections and being longitudinally slotted on the surface of overlap and being longitudinally keyed on the surface of overlap for interlocking said section with adjacent sections, and means conformable to the dimension of said tubular cavity including a sectioned column coextensive with the length of said frame member for maintaining said sections in interlock.
References tilted in the file of this patent UNITED STATES PATENTS 1,596,360 Krey Aug. 17, 192 6 FOREIGN PATENTS 951,882 France Apr. 25, 1949 275,333 Switzerland Aug. 1, 1951 145,433 Australia Feb. 27, 1952
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Cited By (10)

* Cited by examiner, † Cited by third party
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US3125196A (en) * 1964-03-17 Screen
US4106423A (en) * 1976-10-28 1978-08-15 General Dynamics Corporation Weather covers for tankers
US20100003080A1 (en) * 2005-12-14 2010-01-07 Shaw Lee A Dowel device with closed end speed cover
US20150275515A1 (en) * 2014-03-27 2015-10-01 Michael Edward Garvey Geodesic Frame System
US9340969B1 (en) 2014-11-13 2016-05-17 Shaw & Sons, Inc. Crush zone dowel tube
US9617694B2 (en) 2014-01-15 2017-04-11 Shaw & Sons, Inc. Concrete dowel system
US10858825B2 (en) 2015-10-05 2020-12-08 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
US11486129B1 (en) 2020-07-07 2022-11-01 Michael E. Garvey Geodesic frame connector system and method
US11578491B2 (en) 2020-02-07 2023-02-14 Shaw Craftsmen Concrete, Llc Topping slab installation methodology
US11623380B2 (en) 2015-10-05 2023-04-11 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same

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US1596360A (en) * 1926-04-13 1926-08-17 Krey Herman Joseph Structural unit
FR951882A (en) * 1947-07-07 1949-11-04 Method of manufacturing a tube for metal construction by fitting elements
CH275333A (en) * 1948-05-11 1951-05-31 William Rumble Roy Metal rod suitable for making metal doors and windows.

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1596360A (en) * 1926-04-13 1926-08-17 Krey Herman Joseph Structural unit
FR951882A (en) * 1947-07-07 1949-11-04 Method of manufacturing a tube for metal construction by fitting elements
CH275333A (en) * 1948-05-11 1951-05-31 William Rumble Roy Metal rod suitable for making metal doors and windows.

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3125196A (en) * 1964-03-17 Screen
US4106423A (en) * 1976-10-28 1978-08-15 General Dynamics Corporation Weather covers for tankers
US20100003080A1 (en) * 2005-12-14 2010-01-07 Shaw Lee A Dowel device with closed end speed cover
US7874762B2 (en) 2005-12-14 2011-01-25 Shaw & Sons, Inc. Dowel device with closed end speed cover
US20110085857A1 (en) * 2005-12-14 2011-04-14 Shaw Lee A Dowel device with closed end speed cover
US8007199B2 (en) 2005-12-14 2011-08-30 Shaw & Sons, Inc. Dowel device with closed end speed cover
US9617694B2 (en) 2014-01-15 2017-04-11 Shaw & Sons, Inc. Concrete dowel system
US9951481B2 (en) 2014-01-15 2018-04-24 Shaw & Sons, Inc. Concrete dowel system
US20150275515A1 (en) * 2014-03-27 2015-10-01 Michael Edward Garvey Geodesic Frame System
US9157235B1 (en) * 2014-03-27 2015-10-13 Michael Edward Garvey Geodesic frame system
US9340969B1 (en) 2014-11-13 2016-05-17 Shaw & Sons, Inc. Crush zone dowel tube
US9546456B2 (en) 2014-11-13 2017-01-17 Shaw & Sons, Inc. Crush zone dowel tube
US10858825B2 (en) 2015-10-05 2020-12-08 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
US11623380B2 (en) 2015-10-05 2023-04-11 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
US11578491B2 (en) 2020-02-07 2023-02-14 Shaw Craftsmen Concrete, Llc Topping slab installation methodology
US11486129B1 (en) 2020-07-07 2022-11-01 Michael E. Garvey Geodesic frame connector system and method

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