US20090013634A1 - Readily configured and reconfigured structural trusses based on tetrahedrons as modules - Google Patents

Readily configured and reconfigured structural trusses based on tetrahedrons as modules Download PDF

Info

Publication number
US20090013634A1
US20090013634A1 US11/827,240 US82724007A US2009013634A1 US 20090013634 A1 US20090013634 A1 US 20090013634A1 US 82724007 A US82724007 A US 82724007A US 2009013634 A1 US2009013634 A1 US 2009013634A1
Authority
US
United States
Prior art keywords
apex
joinders
module
modules
links
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.)
Abandoned
Application number
US11/827,240
Inventor
J.P. Claypool
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US11/827,240 priority Critical patent/US20090013634A1/en
Publication of US20090013634A1 publication Critical patent/US20090013634A1/en
Priority to US12/858,600 priority patent/US8266864B2/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/005Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
    • 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
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
    • 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
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0495Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces

Definitions

  • Structural trusses useful as support structures which are readily assembled from tetrahedron modules into various configurations, and can readily be reconfigured and dismounted.
  • the modules themselves occupy minimal bulk volume and are nestable, to reduce costs of shipment.
  • this invention can provide structures intended to be permanent or to remain in place for a considerable amount of time.
  • This invention provides a module to make a variable geometry truss which can readily be configured and reconfigured, dismounted, and economically shipped. It is based on the tetrahedron which is a stable and rigid structure. The truss is formed by joining contiguous modules at hinge links.
  • the module itself includes a hinge link, four spacer links, and four apex joinders.
  • a complete tetrahedron would have one more hinge link between apex joinders, but it is missing one. This is for the purpose of inserting the hinge link of a “next” module into that open spacing to complete the tetrahedron structurally and to provide for a hinging movement at the junction.
  • the space left open by the missing link enables a similar module to be nested into its neighbor, thereby greatly reducing the bulk of the modules for shipment.
  • Auxiliary equipment can be and immediately will be attached to the truss.
  • FIG. 1-7 are schematic illustrations of the invention to present the geometric relationship of its parts.
  • FIG. 1 is a top view of the basic structure of a module according to the invention.
  • FIG. 2 is a view taken perpendicularly to lines AB in FIG. 1 ;
  • FIG. 3 is a top view of FIG. 2 ;
  • FIG. 4 is a right-hand side view of FIG. 3 ;
  • FIG. 5 is a left-hand side view of FIG. 3 ;
  • FIG. 6 is a plan view of a strut according to the invention.
  • FIG. 7 is a side schematic view showing an angular relationship between two contiguous modules, and their associated sections
  • FIG. 8 is a structural view similar to FIG. 2 , showing physical as well as geometric features;
  • FIG. 9 is a side view showing a group of nested modules
  • FIG. 10 is a plan view of one part of a node according to the invention.
  • FIG. 11 is a plan view of a nesting part of the node.
  • FIG. 12 is a fragmentary cross-section taken at line 12 - 12 in FIG. 10 .
  • This invention utilizes a rigid tetrahedron shape which in its minimum module includes four apexes (“apex joinders” herein), and only five dihedral edges.
  • a complete tetrahedron includes six dihedral edges, not just five.
  • the dihedral edges are formed by rigid links which are rigidly joined in groups of three at each of the apex joinders. The omission of one of the links is at the heart of this invention, because in an extended configuration it is provided by the hinge link of a next tetrahedron which thereby forms a hinge joint between two contiguous tetrahedrons, completing the structure.
  • FIGS. 1-7 For convenience in disclosure and recognition, the first group of FIGS. 1-7 is for the purpose of defining the basic structure.
  • the ultimate objective of this invention is to form a plurality of tetrahedrons at specific nodes (“apex joinders” herein) to provide a hinged-together string of these structures whose ultimate path can be determined by adjusting the angular relationships of contiguous tetrahedrons at axes where the hinge link of one tetrahedron “filled in” for a virtual, missing link of its neighbor.
  • These hinge joinders alternately occur at normally-related skew events.
  • FIG. 1 is a top view of a regular tetrahedron resting on one of its faces. For convenience in disclosure, it and the other Figs. will uniformly use the designations in this Fig. for the disclosure of the invention.
  • Tetrahedron 20 is formed by six links to provide four dihedral edges and apex joinders. Ultimately, the relationship between axes defined by pairs of apexes will be shown to be critical to the invention.
  • Apexes A, B, C and D are formed at the rigid intersections of six rigid links. As will be shown, one of these links is missing from each module. In a completed truss, the missing link is supplied by a corresponding link of a next-in-line tetrahedron. The missing link is shown in dashed lines for purposes of this invention
  • FIG. 2 is supplied to provide a disclosure more useful to the reader.
  • links AB and CD are referred to as “hinge” links.
  • the links interconnecting the hinge links are called “spacer” links.
  • spacer links In the conduct of this invention, the spatial relationship between the hinge links is basic. The function of the spacer links is structurally to hold them in their relative position. A function of all of the links is to provide adequate compression and tension strength for a truss that comprises a hinged-together plurality of these tetrahedrons.
  • FIG. 2 is an elevation view in which link AB is vertical and in the drawing sheet. It is displayed in solid line.
  • link CD is spaced from link AB.
  • Link CD is shown in dashed line, because the module does not-include it.
  • the axes AB and CD are skew. They are not parallel, but in side view they are normal, but do not meet.
  • CD will be normal to a plane through its mid-point that includes AB. This is of great consequence to this invention, because as shown in FIG. 3 there is a directional vector V, that bisects the dihedral angle. It determines the direction of a strut assembled by the insertion of the link AB of one module into the gap CD of its neighbor.
  • spacer links AC and AD are a pair structurally joined to apex joinder A.
  • Spacer links BC and BD are a pair joined to apex joinder B.
  • One member of each of these pairs is structurally connected to apex joinder C (spacer links AC and B), and the other spacer links AD and BD are connected to apex joinder D.
  • Links AC and BC converge to apex joinder C, and links AD and BD converge to apex joinder D.
  • apex joinders C and D The spacing between apex joinders C and D is unobstructed. As will later be shown, these face each other, while apex joinders A and B face away from each other. This enables the parts of the apex joinder to be placed together and enables rotation around this common axis.
  • apex joinders C and D The spacing between apex joinders C and D is shown in dashed lines. This spacing is open and unobstructed. It is open to receive hinge links AB from another module, and enable the modules to be nested when not attached to another module.
  • FIGS. 6 and 7 are schematic showings of joinders of three modules, and the capability of the device to assume a variety of configurations.
  • three modules 21 , 22 , 23 are joined at hinge joints 24 and 25 .
  • the letter identifications in FIGS. 1-5 are continued for convenience.
  • the successive links with the same letter also bear a number identifying them as being part of modules 21 , 22 and 23 .
  • a 1 B 1 and A 3 B 3 are normal the plane in this view, and that A 1 B 1 and A 3 B 3 are parallel to each other.
  • a 2 B 2 (C 1 D 1 ) and C 3 D 3 are parallel and in the plane of the view. This is an alternating feature where the illustrated faces of the tetrahedron all lie in the same plane. As will be shown, this relationship can be changed to provide for different shapes, including twists. FIG. 7 illustrates how this can be done.
  • a first module 26 is hinged to a second module 27 at hinge 28 it's vector V, being shown.
  • the second module has been hinged so its vector V 2 extends at a new angle.
  • Vector V 2 is unique to its own module, so that its own orientation in space is determined by the placement of the module ahead of it. It is the function of this invention to place each of the modules relationship to its neighbors to direct the total structure at its own position in the sequence.
  • the first hinge link is mounted to supporting structure (not shown) to establish an origin for the struts.
  • hinge links AB and CD provide the facility to direct these structures as disclosed. Even though they do not intersect, rotation around these axes provides the ability to direct the vector of a combination of two of them into any direction within the fields of the vector, to provide various shapes sinuous, twisting circular and straight as desired.
  • axis AB 1 enables the module 21 to swing in mazimuth from side to side as shown by arrow 30 . Adjustment in melevation is attained by pivoting module 22 around axis A 2 B 2 . Then the vector from module 22 is determined by the initial position of axis AB 1 , and the position of module 22 around axis A 2 B 2 .
  • the combination of azimuth and elevation adjustment available at each pair of modules enables the structure to be directed as desired in its field. This is similar to, but not identical to artillery concepts.
  • the cross-wise axes in this invention do not intersect, but it is equivalent to artillery concepts for the purposes of this invention.
  • the bearing structures at the apex joinders cannot only be set manually in an adjusted position, but adjustment can be provided by any suitable rotary motor M 1 at the bearing structure, or by a linear motor M 2 between appropriate apex joinders ( FIG. 6 ).
  • a cable or turnbuckle can be used to hold an adjusted position, all as schematically shown.
  • auxiliary equipment such as lights or rails will be attached to the truss, perhaps using a clamp or other attachment devices at the apex joinders (nodes).
  • the bearing structure at the apex joinders is formed in two complementary shapes. Each joinder is provided with two of each shape, so disposed and arranged that the hinge link AB of one will fit and engage to hinge link CD of its neighbor.
  • bearing structures 30 , 31 are complementary. Each includes a bearing face 32 , 33 , a central fastener or axial passage 34 , 35 , and in the preferred embodiment an arcuate stop 36 , 37 , having a pair of shoulders 38 , 39 and 40 , 41 which engage at the limits of permitted rotatability. They rotate in the same plane. Each is fixed to adjacent structures. When they meet in abutment the stop the rotation The permitted rotatability is the difference between 360 degrees and the total arcs of the steps. In the illustration, each step is 120 degrees. The permitted rotation is 120 degrees. This is an optional feature.
  • the two complementary apex joinders can readily be placed together, and held together by fastener means that enable relative rotation, for example a headed bolt and nut.
  • the vector of the first module is established. Then the next module is attached—in links AB in the link of the first module, and its vector is established. This sequence continues for any number, usually three or more, until the truss is completed. The apex joinders are tightened down at each step.
  • the relative orientation of successive modules can readily be calculated, so that the parts when delivered can be accompanied by instructions for assembly.
  • indexing holes 50 can be provided to pass a pin through one point of the bearing structure into a hole 52 in the other so as readily to establish the angle between the module at same established values.
  • the module When all of the links have the same length, the module will (when completed) be a regular tetrahedron with all of its faces equilateral triangles. This is the most convenient and recommended situation. However, if the lengths of the spacer links are equal, but longer or shorter than the hinge link, the side faces will be isosceles rather than equilateral. This will still function and is within the scope of this invention
  • the device can be made of any size and strength. Usually the links will be aluminum alloy tubings of appropriate diameter and wall thickness. The nodes are usually machined or cast metal.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Pivots And Pivotal Connections (AREA)

Abstract

Truss structures assembled from modules comprising one hinge link, four spacer links and four apex joinders, one at each end or each hinge link. The second hinge link to complete a tetrahedron is missing from the module, and is provided by the hinge link of a next in line module so as to provide a series of joined tetrahedrons. When the strut is assembled, the apex joinders enable the strut to be formed into a wide variety of shapes.

Description

    FIELD OF THE INVENTION
  • Structural trusses useful as support structures which are readily assembled from tetrahedron modules into various configurations, and can readily be reconfigured and dismounted. The modules themselves occupy minimal bulk volume and are nestable, to reduce costs of shipment.
  • BACKGROUND OF THE INVENTION
  • Most common structural trusses include in-plane series of rigid three-link modules- rigid triangular elements. Others include combinations of rigid links and cable links. These have in common limitations on the ultimate configuration of the truss, especially when curvatures and twists are involved.
  • In addition, when they are shipped, they are usually in sections that include a large hollow volume. In effect the user ships a considerable amount of air. When freight is charged by volume rather than weight, the cost to ship them compared to the cost of shipping a group of nested modules is considerable. When shipped by truck, fewer trucks are required to move the elements major structures theatrical field where lights and equipment must be supported in various configurations, which configuration (geometry) must often be changed quickly, for example when moving from a stage of one configuration to one of a different configuration. These systems must often be shipped by air or truck when the production moves to another location, and changed to a different arrangement during the same production.
  • Versatility of available configuration is another advantage of this invention. Depending on the job, an arch, a complicated curvature (both in-plane and out-of-plane), trussed and straight trusses are available using the same equipment. Even totally circular rings can be formed. Many attainable configurations are not available elsewhere at all, and when available they involve large costs.
  • It is an object of this invention to provide a truss composed of interconnected modules whose ultimate configuration can readily be calculated and built, and which when dismantled can be shipped economically. It is structurally sound, and economical to make. In use it has versatility of shape, and is able to support auxiliary equipment such as lights and rails.
  • In addition this invention can provide structures intended to be permanent or to remain in place for a considerable amount of time.
  • BRIEF DESCRIPTION OF THE INVENTION
  • This invention provides a module to make a variable geometry truss which can readily be configured and reconfigured, dismounted, and economically shipped. It is based on the tetrahedron which is a stable and rigid structure. The truss is formed by joining contiguous modules at hinge links.
  • The module itself includes a hinge link, four spacer links, and four apex joinders. A complete tetrahedron would have one more hinge link between apex joinders, but it is missing one. This is for the purpose of inserting the hinge link of a “next” module into that open spacing to complete the tetrahedron structurally and to provide for a hinging movement at the junction.
  • The space left open by the missing link enables a similar module to be nested into its neighbor, thereby greatly reducing the bulk of the modules for shipment.
  • Auxiliary equipment can be and immediately will be attached to the truss.
  • The above and other features of this invention will be fully understood from the following detailed description and the accompanying drawings, in which:
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1-7 are schematic illustrations of the invention to present the geometric relationship of its parts.
  • FIG. 1 is a top view of the basic structure of a module according to the invention;
  • FIG. 2 is a view taken perpendicularly to lines AB in FIG. 1;
  • FIG. 3 is a top view of FIG. 2;
  • FIG. 4 is a right-hand side view of FIG. 3;
  • FIG. 5 is a left-hand side view of FIG. 3;
  • FIG. 6 is a plan view of a strut according to the invention;
  • FIG. 7 is a side schematic view showing an angular relationship between two contiguous modules, and their associated sections;
  • FIG. 8 is a structural view similar to FIG. 2, showing physical as well as geometric features;
  • FIG. 9 is a side view showing a group of nested modules;
  • FIG. 10 is a plan view of one part of a node according to the invention.
  • FIG. 11 is a plan view of a nesting part of the node; and
  • FIG. 12 is a fragmentary cross-section taken at line 12-12 in FIG. 10.
  • DETAILED DESCRIPTION OF THE INVENTION
  • This invention utilizes a rigid tetrahedron shape which in its minimum module includes four apexes (“apex joinders” herein), and only five dihedral edges. In contrast, a complete tetrahedron includes six dihedral edges, not just five. The dihedral edges are formed by rigid links which are rigidly joined in groups of three at each of the apex joinders. The omission of one of the links is at the heart of this invention, because in an extended configuration it is provided by the hinge link of a next tetrahedron which thereby forms a hinge joint between two contiguous tetrahedrons, completing the structure.
  • For convenience in disclosure and recognition, the first group of FIGS. 1-7 is for the purpose of defining the basic structure.
  • The ultimate objective of this invention is to form a plurality of tetrahedrons at specific nodes (“apex joinders” herein) to provide a hinged-together string of these structures whose ultimate path can be determined by adjusting the angular relationships of contiguous tetrahedrons at axes where the hinge link of one tetrahedron “filled in” for a virtual, missing link of its neighbor. These hinge joinders alternately occur at normally-related skew events.
  • FIG. 1 is a top view of a regular tetrahedron resting on one of its faces. For convenience in disclosure, it and the other Figs. will uniformly use the designations in this Fig. for the disclosure of the invention.
  • Tetrahedron 20 is formed by six links to provide four dihedral edges and apex joinders. Ultimately, the relationship between axes defined by pairs of apexes will be shown to be critical to the invention.
  • Apexes A, B, C and D are formed at the rigid intersections of six rigid links. As will be shown, one of these links is missing from each module. In a completed truss, the missing link is supplied by a corresponding link of a next-in-line tetrahedron. The missing link is shown in dashed lines for purposes of this invention
  • FIG. 2 is supplied to provide a disclosure more useful to the reader. In this Fig, links AB and CD are referred to as “hinge” links.
  • The links interconnecting the hinge links are called “spacer” links. In the conduct of this invention, the spatial relationship between the hinge links is basic. The function of the spacer links is structurally to hold them in their relative position. A function of all of the links is to provide adequate compression and tension strength for a truss that comprises a hinged-together plurality of these tetrahedrons.
  • Consider the spatial relationship between hinge links AB and CD. FIG. 2 is an elevation view in which link AB is vertical and in the drawing sheet. It is displayed in solid line. As shown in FIG. 3, which is a top view of FIG. 2, link CD is spaced from link AB. Link CD is shown in dashed line, because the module does not-include it. Of most importance is that the axes AB and CD are skew. They are not parallel, but in side view they are normal, but do not meet. CD will be normal to a plane through its mid-point that includes AB. This is of great consequence to this invention, because as shown in FIG. 3 there is a directional vector V, that bisects the dihedral angle. It determines the direction of a strut assembled by the insertion of the link AB of one module into the gap CD of its neighbor.
  • Further in detail, spacer links AC and AD are a pair structurally joined to apex joinder A. Spacer links BC and BD are a pair joined to apex joinder B. One member of each of these pairs is structurally connected to apex joinder C (spacer links AC and B), and the other spacer links AD and BD are connected to apex joinder D.
  • Links AC and BC converge to apex joinder C, and links AD and BD converge to apex joinder D.
  • The spacing between apex joinders C and D is unobstructed. As will later be shown, these face each other, while apex joinders A and B face away from each other. This enables the parts of the apex joinder to be placed together and enables rotation around this common axis.
  • The spacing between apex joinders C and D is shown in dashed lines. This spacing is open and unobstructed. It is open to receive hinge links AB from another module, and enable the modules to be nested when not attached to another module.
  • FIGS. 6 and 7 are schematic showings of joinders of three modules, and the capability of the device to assume a variety of configurations. In FIG. 6, three modules 21,22,23, are joined at hinge joints 24 and 25. The letter identifications in FIGS. 1-5 are continued for convenience. The successive links with the same letter also bear a number identifying them as being part of modules 21,22 and 23.
  • Here, notice that A1B1 and A3B3 are normal the plane in this view, and that A1B1 and A3B3 are parallel to each other. A2B2 (C1D1) and C3D3 are parallel and in the plane of the view. This is an alternating feature where the illustrated faces of the tetrahedron all lie in the same plane. As will be shown, this relationship can be changed to provide for different shapes, including twists. FIG. 7 illustrates how this can be done.
  • A first module 26 is hinged to a second module 27 at hinge 28 it's vector V, being shown. The second module has been hinged so its vector V2 extends at a new angle. Vector V2 is unique to its own module, so that its own orientation in space is determined by the placement of the module ahead of it. It is the function of this invention to place each of the modules relationship to its neighbors to direct the total structure at its own position in the sequence. The first hinge link is mounted to supporting structure (not shown) to establish an origin for the struts.
  • The cross-wise relationship between hinge links AB and CD, provides the facility to direct these structures as disclosed. Even though they do not intersect, rotation around these axes provides the ability to direct the vector of a combination of two of them into any direction within the fields of the vector, to provide various shapes sinuous, twisting circular and straight as desired.
  • For example, in FIG. 6, axis AB1 enables the module 21 to swing in mazimuth from side to side as shown by arrow 30. Adjustment in melevation is attained by pivoting module 22 around axis A2B2. Then the vector from module 22 is determined by the initial position of axis AB1, and the position of module 22 around axis A2B2. The combination of azimuth and elevation adjustment available at each pair of modules enables the structure to be directed as desired in its field. This is similar to, but not identical to artillery concepts. The cross-wise axes in this invention do not intersect, but it is equivalent to artillery concepts for the purposes of this invention.
  • As will be shown, the bearing structures at the apex joinders cannot only be set manually in an adjusted position, but adjustment can be provided by any suitable rotary motor M1 at the bearing structure, or by a linear motor M2 between appropriate apex joinders (FIG. 6). In this later arrangement, a cable or turnbuckle can be used to hold an adjusted position, all as schematically shown.
  • Frequently auxiliary equipment,(not shown), such as lights or rails will be attached to the truss, perhaps using a clamp or other attachment devices at the apex joinders (nodes).
  • The bearing structure at the apex joinders is formed in two complementary shapes. Each joinder is provided with two of each shape, so disposed and arranged that the hinge link AB of one will fit and engage to hinge link CD of its neighbor.
  • As shown in FIGS. 10 and 11, bearing structures 30, 31 are complementary. Each includes a bearing face 32,33, a central fastener or axial passage 34,35, and in the preferred embodiment an arcuate stop 36,37, having a pair of shoulders 38,39 and 40,41 which engage at the limits of permitted rotatability. They rotate in the same plane. Each is fixed to adjacent structures. When they meet in abutment the stop the rotation The permitted rotatability is the difference between 360 degrees and the total arcs of the steps. In the illustration, each step is 120 degrees. The permitted rotation is 120 degrees. This is an optional feature.
  • The two complementary apex joinders can readily be placed together, and held together by fastener means that enable relative rotation, for example a headed bolt and nut.
  • In use, after placing the hinge link of the first module, usually on a mount that enables the module to rotate around it, the vector of the first module is established. Then the next module is attached—in links AB in the link of the first module, and its vector is established. This sequence continues for any number, usually three or more, until the truss is completed. The apex joinders are tightened down at each step.
  • The relative orientation of successive modules can readily be calculated, so that the parts when delivered can be accompanied by instructions for assembly.
  • If desired, indexing holes 50 can be provided to pass a pin through one point of the bearing structure into a hole 52 in the other so as readily to establish the angle between the module at same established values.
  • When all of the links have the same length, the module will (when completed) be a regular tetrahedron with all of its faces equilateral triangles. This is the most convenient and recommended situation. However, if the lengths of the spacer links are equal, but longer or shorter than the hinge link, the side faces will be isosceles rather than equilateral. This will still function and is within the scope of this invention The device can be made of any size and strength. Usually the links will be aluminum alloy tubings of appropriate diameter and wall thickness. The nodes are usually machined or cast metal.
  • This invention is not to be limited by the embodiments shown in the drawings and described in the description, which are given by way of example and not of limitation, but only in accordance with the scope of the appended claims.

Claims (15)

1. A module for joining into a sequence of complementary said modules to form a truss of selectable configuration, said module comprising:
a rigid hinge link;
a first and a second apex joinder at a respective first and second end of said hinge link;
four rigid spacer links, a first pair of said spacer links being rigidly attached to said first apex joinder and the second pair of said spacer links being rigidly attached to said second apex joinder;
a third and a fourth apex joinder;
one spacer link of said first pair and one spacer link from said second pair extending from respective first and second apex joinders to converge on and be rigidly attached to said third apex joinder;
the other spacer links of said first and second pair extending from respective first and second apex joinders to converge on and be rigidly attached to said fourth apex joinder;
all of said apex joinders having a respective central axis of hinge rotation, the axes of said first and second apex joinders being coincident on a first rotation axis and the axes of said third and fourth apex joinders being coincident on a second rotation axis;
said first and second rotation axes being skew to one another, and normal to each other in a plane that includes the mid-point of said hinge link and the said second rotation axis;
there being an unobstructed spacing between said third and fourth apex joinders for reception, engagement and rotation relative to a second module with a similar hinge link, said first and second apex joinders facing axially away from each other, and said third and fourth apex joinders facing axially toward one another.
2. A module according to claim 1 in which the lengths of all of said links measured between their respective apex joinders are equal.
3. A module according to claim 1 in which the lengths of all of said spacer links are equal.
4. A module according to claim 1 in which each said apex joinder includes one part of a bearing structure.
5. A module according to claim 4 in which said bearing structure includes means to limit the extent of available rotation of a complementary bearing structure.
6. A module according to claim 4 in which the said part of the bearing structure of the first and second apex joinders is complementary to the said part of the bearing structure third and fourth apex joinders, whereby the first and second apex joinders of another similar module will be received by the third and fourth apex joinders of this module to form a pair of joined-together modules.
7. In combination:
a first and a second module according to claim 1;
said hinge link of said second module fitting into said spacing between said third and fourth apex joinders of said first module, with the respective apex joinders joined for rotation around the rotation axis of said first module;
said apex joinders provided with bearing structure providing for relative rotation of said modules, including means to hold said modules in an adjusted angular relationship to one another.
8. A combination according to claim 7 in which said bearing structure includes complementary shoulders on each of said apex joinders to limit the extent of rotational movement.
9. A combination according to claim 7 in which indexing means is provided to hold the modules angularly relative to one another at a pre-selected angle.
10. A combination according to claim 7 in which motive means is provided to change the angular relationships of adjacent modules.
11. A combination according to claim 10 in which said motive means is an electrical rotating motor.
12. A combination according to claim 10 motive means is a linear force member adapted to change the distance between the hinge links of contiguous modules
13. A truss comprising assembly of three or more modules according to claim.1, interconnected according to claim 7.
14. A truss comprising a combination according to claim 7, further including a structural mount to support and retain the hinge link of the first module.
15. A truss according to claim 14-in which attachment means is provided at at least one of said apex joinders for attachment of objects to said truss.
US11/827,240 2007-07-11 2007-07-11 Readily configured and reconfigured structural trusses based on tetrahedrons as modules Abandoned US20090013634A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US11/827,240 US20090013634A1 (en) 2007-07-11 2007-07-11 Readily configured and reconfigured structural trusses based on tetrahedrons as modules
US12/858,600 US8266864B2 (en) 2007-07-11 2010-08-18 Readily configured and reconfigured structural trusses based on tetrahedrons as modules

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US11/827,240 US20090013634A1 (en) 2007-07-11 2007-07-11 Readily configured and reconfigured structural trusses based on tetrahedrons as modules

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US12/858,600 Continuation-In-Part US8266864B2 (en) 2007-07-11 2010-08-18 Readily configured and reconfigured structural trusses based on tetrahedrons as modules

Publications (1)

Publication Number Publication Date
US20090013634A1 true US20090013634A1 (en) 2009-01-15

Family

ID=40251975

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/827,240 Abandoned US20090013634A1 (en) 2007-07-11 2007-07-11 Readily configured and reconfigured structural trusses based on tetrahedrons as modules

Country Status (1)

Country Link
US (1) US20090013634A1 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3783573A (en) * 1972-12-07 1974-01-08 Gen Dynamics Corp Expandable truss structure
US4655022A (en) * 1984-07-12 1987-04-07 Japan Aircraft Mfg. Co., Ltd. Jointed extendible truss beam
US4745725A (en) * 1984-05-07 1988-05-24 Japan Aircraft Mfg. Co., Ltd. Deployable truss structure
US5040349A (en) * 1989-03-31 1991-08-20 Fuji Jukogyo Kabushiki Kaisha Collapsible truss structures
US5125206A (en) * 1987-08-27 1992-06-30 Kabushiki Kaisha Toshiba Truss structure
US5651228A (en) * 1996-02-13 1997-07-29 World Shelters, Inc. Family of collapsible structures and a method of making a family of collapsible structures
US5701713A (en) * 1996-03-29 1997-12-30 Silver; Daniel J. Adjustable truss
US6618025B2 (en) * 1999-06-11 2003-09-09 Harris Corporation Lightweight, compactly deployable support structure with telescoping members

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3783573A (en) * 1972-12-07 1974-01-08 Gen Dynamics Corp Expandable truss structure
US4745725A (en) * 1984-05-07 1988-05-24 Japan Aircraft Mfg. Co., Ltd. Deployable truss structure
US4655022A (en) * 1984-07-12 1987-04-07 Japan Aircraft Mfg. Co., Ltd. Jointed extendible truss beam
US5125206A (en) * 1987-08-27 1992-06-30 Kabushiki Kaisha Toshiba Truss structure
US5040349A (en) * 1989-03-31 1991-08-20 Fuji Jukogyo Kabushiki Kaisha Collapsible truss structures
US5651228A (en) * 1996-02-13 1997-07-29 World Shelters, Inc. Family of collapsible structures and a method of making a family of collapsible structures
US5701713A (en) * 1996-03-29 1997-12-30 Silver; Daniel J. Adjustable truss
US6618025B2 (en) * 1999-06-11 2003-09-09 Harris Corporation Lightweight, compactly deployable support structure with telescoping members

Similar Documents

Publication Publication Date Title
US9803365B2 (en) Lightweight semi-permanent truss system
US8820025B1 (en) Universal node for space frame structures
US10538887B2 (en) Adjustable connection for structural members
US5036641A (en) Metallic structure
US7992353B2 (en) Space frame hub joint
US6901714B2 (en) Tensegrity unit, structure and method for construction
US8782965B2 (en) Universal hub and strut system for a geodesic enclosure
US8266864B2 (en) Readily configured and reconfigured structural trusses based on tetrahedrons as modules
JPS6250613B2 (en)
WO2017143365A1 (en) Multicopter frame
RU2437992C1 (en) Constructor of pre-fabricated demountable structures of shell type
CN110552428B (en) Spiral stretch-draw overall structure
US20170107719A1 (en) Collapsible Truss
US20090013634A1 (en) Readily configured and reconfigured structural trusses based on tetrahedrons as modules
US8769907B2 (en) Construction elements and method of using and making same
CN104818885B (en) Unfoldable dome structure of tension spring-driven shear hinge
US20040000620A1 (en) Foldable support structure with hinged sawtooth wall members
US2487169A (en) Pipe truss
WO2018009956A1 (en) Arch structure and method of construction
EP0104915B1 (en) Modular unit
JP3031110U (en) Simple long post
US20230250628A1 (en) Hub and strut in a reticulated frame
US3672711A (en) Structural column and construction
JP3150236U (en) Dome-type structure manufactured using a triangular frame element
JPH0417681Y2 (en)

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION