US20170107719A1 - Collapsible Truss - Google Patents
Collapsible Truss Download PDFInfo
- Publication number
- US20170107719A1 US20170107719A1 US14/885,948 US201514885948A US2017107719A1 US 20170107719 A1 US20170107719 A1 US 20170107719A1 US 201514885948 A US201514885948 A US 201514885948A US 2017107719 A1 US2017107719 A1 US 2017107719A1
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- truss
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- 238000000034 method Methods 0.000 abstract description 7
- 238000003860 storage Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract 1
- 229910052782 aluminium Inorganic materials 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 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
- E04C3/02—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
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- A—HUMAN NECESSITIES
- A63—SPORTS; GAMES; AMUSEMENTS
- A63J—DEVICES FOR THEATRES, CIRCUSES, OR THE LIKE; CONJURING APPLIANCES OR THE LIKE
- A63J1/00—Stage arrangements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
-
- E04B1/34357—
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/18—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
- E04H12/187—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic with hinged sections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/22—Theatres; Concert halls; Studios for broadcasting, cinematography, television or similar purposes
- E04H3/24—Constructional features of stages
- E04H3/28—Shiftable or portable platforms
-
- 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
- E04C2003/0417—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 demountable
-
- 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
-
- 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
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/04—Clamping or clipping connections
- F16B7/044—Clamping or clipping connections for rods or tubes being in angled relationship
- F16B7/0446—Clamping or clipping connections for rods or tubes being in angled relationship for tubes using the innerside thereof
Definitions
- This invention relates generally to the field of staging and lighting platform trusses and support systems and more particularly to a unique and modular collapsible truss that can be quickly assembled and disassembled for storage and transport. It is especially suitable for use with the temporary platforms and staging used for shows, performances and special events.
- the present invention alleviates many of the disadvantages of assembling, storing or transporting a typical and even a special event stage by providing an easily assembled (and disassembled) truss that is robust and allows great flexibility during assembly of a staging platform without compromising the integrity of the staging platform.
- the present invention comprises a collapsible truss base unit that is compact and easy to store and transport, and a multiplicity of elongated chord members, such as aluminum pipe.
- a collapsible truss base unit that is compact and easy to store and transport, and a multiplicity of elongated chord members, such as aluminum pipe.
- the truss base unit is expanded and the independent and separate chord members are threaded through and connected to the truss base units with quick release pins to form a robust and rigid elongated truss.
- the collapsible truss base unit has first and second truss end caps, where each of the first and second truss end caps comprise a primary portion and a secondary portion.
- the primary portion and the secondary portion of each of the truss end caps are rigidly connected together, such as by being welded or being formed from a rigid material, such as for example, aluminum or other metal.
- the primary portion of each truss end cap also has at least two connection points, such as for example first and second sleeves. Even though for most applications, two connecting points are preferable, it will be appreciated that, if required, more than two connecting points could be used.
- each truss end cap has at least one secondary connection or sleeve for securing or connecting a third chord member.
- the preferred embodiment will also include two sleeves spaced apart the same distance as the sleeves in the primary portion and that has the same selected cross-section.
- the sleeves in the primary portion of each truss end cap preferably will be longer than the sleeves in the secondary portion. However, longer primary sleeves are not required.
- the collapsible truss base unit further includes at least one primary sliding unit that has at least first and second sliding parallel sleeves that define a similar cross-section as the cross-section of the sleeves in the primary portion of the truss end caps where sleeves are used as the connecting points so as to provide a sliding fit.
- the primary sliding parallel sleeve units are also made of a rigid material such as aluminum or other metal, such that they are rigidly connected together and spaced apart the same selected distance as the sleeves or connecting points on the primary portion of the truss end caps.
- secondary sliding units There is at least one more secondary sliding unit than there are primary sliding units.
- Each of the secondary sliding units has at least one sliding sleeve, but preferable two.
- the sleeve(s) of the secondary sliding units define a similar cross-section as the cross-section of the sleeve(s) in the secondary portion of each truss end cap so as to provide a sliding fit.
- the secondary sliding sleeve units similar to the primary sliding units, are made of a rigid material such as aluminum or other metal, so that they are rigidly connected together. Where there is more than one secondary sleeve, the sleeve(s) are parallel to each other and spaced apart the same distance as the sleeve(s) or connecting points on the secondary portion of the truss end caps.
- the truss end caps and the primary and secondary units are all connected together by a multiplicity of elongated connecting link units of a selected length.
- a first group of the elongated connecting link units have a first end pivotally connected to each of the first and second truss end caps at the primary connections.
- a second end of each of the first group of connecting link units is pivotally connected to one of the secondary sliding units.
- Each one of a second group of the elongated connecting link units is pivotally connected between one of the primary sliding units and one of the secondary sliding units to form the collapsible truss base.
- the elongated connecting link units comprise two parallel connecting links.
- the collapsible truss base unit is expanded and the elongated chord members are then threaded through the sleeves of the primary and secondary sliding units and secured to the connecting points on the two truss end caps.
- FIG. 1 is an isometric view of the expanded and assembled collapsible truss of this invention
- FIG. 2 is an isometric view of the assembled and collapsed truss base unit of this invention with the elongated chord members removed;
- FIGS. 3A and 3B are an isometric front view, an isometric rear view and front view respectively of a truss end cap of the preferred embodiment of this invention
- FIGS. 4A and 4B are isometric views of the primary and secondary sliding units of the preferred embodiment of this invention.
- FIG. 4C shows another embodiment of the sliding sleeve units
- FIG. 5 is a front view of a truss end cap for a three chord embodiment
- FIGS. 6A and 6B are an isometric view and a front view respectively of the secondary sliding units of the three chord embodiment
- FIG. 7 is a top view of an assembled three chord truss
- FIG. 8 is a front view of a truss end cap of a six chord embodiment.
- FIGS. 9A and 9B are a front view and a top view respectively of the primary and secondary sliding units of the six chord embodiment of FIG. 8 .
- FIG. 1 there is shown an isometric view of the expanded and assembled preferred embodiment of the collapsible truss of this invention.
- a first truss end cap 10 A and a second truss end cap 10 B Each of the truss end caps 10 A and 10 B have a primary portion that includes the two connecting points 12 A and 12 D (connecting point 12 D is not visible in FIG. 1 ) and a secondary portion that includes connecting points 12 B and 12 C.
- Both of the truss end caps 10 A and 10 B are pivotally connected, one each at two of the four connecting points 12 A, 12 B, 12 C and 12 D to a first end of a first group of connecting link units 14 A, 14 B, 14 C and 14 D.
- each of the four connecting link units 14 A, 14 B, 14 C and 14 D is pivotally connected to secondary sliding units 16 A and 16 B.
- a second group of sixteen connecting link units are pivotally connected between each of the remaining three secondary sliding units 16 and the four primary sliding units 18 .
- the connecting link units are comprised of two connecting links.
- connecting link units could use a single connecting link rather than two.
- each of the primary sliding units 18 have two parallel sleeves that provide a sliding fit with the two elongated chord members 20 and 22 .
- all of the five secondary sliding units 16 , 16 A and 16 B provide a sliding fit with the two elongated chord members 24 and 26 .
- the elongated chord members 20 and 22 extend from connections (connector sleeves) at the corners of the primary portion of truss end cap 10 A through the sleeves of the four primary sliding units 18 to connections (connector sleeves) at the corners of the primary portion of truss end cap 10 B.
- the elongated chord members 24 and 26 extend from connections (connector sleeves) at the corners of the secondary portion of truss end cap 10 A through the sleeves of the five secondary sliding units 16 , 16 A and 16 B to the connections (connector sleeves) at the corners of the secondary portion of truss end cap 10 B.
- connections at the corners of the truss end caps are also sleeves that provide a sliding fit with the associated chord member.
- Each of the four chord members 20 , 22 , 24 and 26 are secured firmly in place by quick release pins 28 that extends through aligned holes in the connector sleeves of the two truss end caps and the associated chord member.
- the elongated chord members are pipes and have a round cross-section. However it will be appreciated that the chords could have other shaped cross-sections, such as square or rectangular.
- the four quick release pins 28 securing the chords inside the connector sleeves of the truss end caps 10 A and 10 B are simply removed and the four chord members pulled completely out of their associated connector sleeves and sliding sleeves.
- the two truss end caps 10 A and 10 B are then pushed toward each other until all five of the secondary sliding units 16 , 16 A and 16 B are in contact with each other, and all of the four primary sliding units are in contact with each other. It should also be noted that to achieve a more stable collapsed truss base unit, such as shown in FIG.
- the four connector sleeves in the primary portion of the two truss end caps 10 A and 10 B are longer than the four connector sleeves in the secondary portion of the two truss end caps.
- the extra length allows the two outside primary sliding sleeves to be in contact with their associated primary connector sleeves on the two truss end caps.
- FIGS. 3A and 3B there is shown a front and back isometric view of the truss end caps used in the preferred embodiment of the invention.
- each of the truss end caps 10 A and 10 B are discussed as having a primary portion 30 and a secondary portion 32 .
- Primary portion 30 of the two truss end caps includes a primary pair of parallel sleeves 34 rigidly connected together at a selected distance apart, such as by welding, by a support member 36 .
- Rigidly attached, to each primary sleeve 34 is a connecting tab 38 for pivotally connecting one of the connecting link units 14 A, 14 B, 14 C and 14 D.
- Secondary portion 32 of the truss end caps is similar to the primary portion 30 and includes two parallel secondary sleeves 40 rigidly connected together the same selected distance apart as the two primary sleeves by a second support member 36 .
- the primary sleeves 34 are longer than the secondary sleeves 40 so as to provide more stability to the truss base unit when it is in its collapsed state, however, the primary sleeves and the secondary have the same cross-section.
- the primary portion 30 and the secondary portion 32 are connected together by support members 42 which may have the same length or a different length than support members 36 .
- a pair of reinforcement plates 46 may be bolted to the plate members 44 .
- FIG. 4A is an isometric view of a primary sliding unit 18 of one preferred embodiment of this invention.
- primary sliding unit comprises a pair of sleeves 46 rigidly connected together by connecting arm 48 .
- Sleeves 46 provides a sliding fit with the chord members 24 and 26 .
- connector plate 50 which has two apertures for pivotally connecting the connecting link units also as discussed above.
- FIG. 4B is an isometric view of the secondary sliding units 16 , 16 A and 16 B. In the preferred embodiment of FIGS. 4A and 4B , the secondary sliding units are identical to the primary sliding units.
- FIG. 4C illustrates another embodiment of the sliding sleeves 18 (or 16 ) wherein the sleeve 46 A and two connector plates 50 A are extruded as a single unit. As shown by dashed lines, the connector link units 15 comprise a single connecting link that is connected between the two connector plates 50 A.
- FIGS. 5, 6A, 6B and 7 illustrate an embodiment of the invention having three chord members rather than four. Where the various components of this three chord embodiment are the same as components of the four chord preferred embodiment, the reference numbers to these components will remain the same.
- FIG. 5 there is illustrated a front view of truss end caps 52 A and 52 B for the three chord embodiment. Further as shown in the figure, the primary portion 30 of the end caps is the same as discussed with respect to the preferred embodiment, and includes two sleeves 34 . However, the secondary portion 32 A comprises only a single sleeve 54 . As shown in FIGS.
- the secondary sliding members 56 also only have a single sleeve 58 and the connecter plates 50 are attached to the connector arm 48 A rather than to the two sleeves. Also as shown in FIG. 7B , the sleeve 58 may have a different diameter as illustrated by the dashed circle 58 A.
- FIGS. 8, 9A and 9B illustrate a front view of the truss end plate 60 , and front and top views respectively of the primary and secondary sliding units 62 of a six chord embodiment of the invention.
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Abstract
Description
- This invention relates generally to the field of staging and lighting platform trusses and support systems and more particularly to a unique and modular collapsible truss that can be quickly assembled and disassembled for storage and transport. It is especially suitable for use with the temporary platforms and staging used for shows, performances and special events.
- Although both temporary and permanent staging and lighting trusses and platforms have been used throughout the world for several decades, the storage and/or transporting of the presently available rigid and welded trusses and platforms results in high costs and other challenges due to the large volume (i.e. very low density) and size of these elongated rigid trusses. Furthermore, special event stages or platforms constructed with presently available permanently rigid trusses or components may present additional challenges, including required modification of various and different components of the truss, or the required use of unusual one-of-a-kind components. These modifications or use of different components may challenge the integrity of the platform. The present invention alleviates many of the disadvantages of assembling, storing or transporting a typical and even a special event stage by providing an easily assembled (and disassembled) truss that is robust and allows great flexibility during assembly of a staging platform without compromising the integrity of the staging platform.
- The present invention comprises a collapsible truss base unit that is compact and easy to store and transport, and a multiplicity of elongated chord members, such as aluminum pipe. To be used the truss base unit is expanded and the independent and separate chord members are threaded through and connected to the truss base units with quick release pins to form a robust and rigid elongated truss.
- According to a preferred embodiment, the collapsible truss base unit has first and second truss end caps, where each of the first and second truss end caps comprise a primary portion and a secondary portion. The primary portion and the secondary portion of each of the truss end caps are rigidly connected together, such as by being welded or being formed from a rigid material, such as for example, aluminum or other metal. The primary portion of each truss end cap also has at least two connection points, such as for example first and second sleeves. Even though for most applications, two connecting points are preferable, it will be appreciated that, if required, more than two connecting points could be used. In a preferred embodiment, two sleeves having a selected cross-section are used and are spaced a selected distance apart and each of the two sleeves receives and is connected to a chord member. The secondary portion of each truss end cap has at least one secondary connection or sleeve for securing or connecting a third chord member. However, rather than just one sleeve in the secondary portion, the preferred embodiment will also include two sleeves spaced apart the same distance as the sleeves in the primary portion and that has the same selected cross-section. Further, to provide a more stable condition when in the collapsed state, the sleeves in the primary portion of each truss end cap preferably will be longer than the sleeves in the secondary portion. However, longer primary sleeves are not required.
- The collapsible truss base unit further includes at least one primary sliding unit that has at least first and second sliding parallel sleeves that define a similar cross-section as the cross-section of the sleeves in the primary portion of the truss end caps where sleeves are used as the connecting points so as to provide a sliding fit. The primary sliding parallel sleeve units are also made of a rigid material such as aluminum or other metal, such that they are rigidly connected together and spaced apart the same selected distance as the sleeves or connecting points on the primary portion of the truss end caps.
- Also included are secondary sliding units. There is at least one more secondary sliding unit than there are primary sliding units. Each of the secondary sliding units has at least one sliding sleeve, but preferable two. The sleeve(s) of the secondary sliding units define a similar cross-section as the cross-section of the sleeve(s) in the secondary portion of each truss end cap so as to provide a sliding fit. The secondary sliding sleeve units, similar to the primary sliding units, are made of a rigid material such as aluminum or other metal, so that they are rigidly connected together. Where there is more than one secondary sleeve, the sleeve(s) are parallel to each other and spaced apart the same distance as the sleeve(s) or connecting points on the secondary portion of the truss end caps.
- The truss end caps and the primary and secondary units are all connected together by a multiplicity of elongated connecting link units of a selected length. A first group of the elongated connecting link units have a first end pivotally connected to each of the first and second truss end caps at the primary connections. A second end of each of the first group of connecting link units is pivotally connected to one of the secondary sliding units. Each one of a second group of the elongated connecting link units is pivotally connected between one of the primary sliding units and one of the secondary sliding units to form the collapsible truss base. In the preferred embodiment, the elongated connecting link units comprise two parallel connecting links.
- To form a rigid truss, the collapsible truss base unit is expanded and the elongated chord members are then threaded through the sleeves of the primary and secondary sliding units and secured to the connecting points on the two truss end caps.
- For a more complete understanding of the present invention, and the advantages thereof, reference is now made to the following descriptions taken in conjunction with the accompanying drawings, in which:
-
FIG. 1 is an isometric view of the expanded and assembled collapsible truss of this invention; -
FIG. 2 is an isometric view of the assembled and collapsed truss base unit of this invention with the elongated chord members removed; -
FIGS. 3A and 3B are an isometric front view, an isometric rear view and front view respectively of a truss end cap of the preferred embodiment of this invention; -
FIGS. 4A and 4B are isometric views of the primary and secondary sliding units of the preferred embodiment of this invention; -
FIG. 4C shows another embodiment of the sliding sleeve units; -
FIG. 5 is a front view of a truss end cap for a three chord embodiment; -
FIGS. 6A and 6B are an isometric view and a front view respectively of the secondary sliding units of the three chord embodiment; -
FIG. 7 is a top view of an assembled three chord truss; -
FIG. 8 is a front view of a truss end cap of a six chord embodiment; and -
FIGS. 9A and 9B are a front view and a top view respectively of the primary and secondary sliding units of the six chord embodiment ofFIG. 8 . - The making and using of the various embodiments are discussed in detail below. It should be appreciated, however, that the present invention provides many applicable inventive concepts that can be embodied in a wide variety of specific contexts. The specific embodiments discussed are merely illustrative of specific ways to make and use the invention and do not limit the scope of the invention.
- Referring now to
FIG. 1 there is shown an isometric view of the expanded and assembled preferred embodiment of the collapsible truss of this invention. As shown, there is a firsttruss end cap 10A and a secondtruss end cap 10B. Each of thetruss end caps connecting points 12A and 12D (connecting point 12D is not visible inFIG. 1 ) and a secondary portion that includes connectingpoints truss end caps points link units link units units sliding units 16 and the four primarysliding units 18. It should be noted that in the embodiments ofFIGS. 1 and 2 , the connecting link units are comprised of two connecting links. However, it will be appreciated that connecting link units could use a single connecting link rather than two. As shown, each of the primarysliding units 18 have two parallel sleeves that provide a sliding fit with the twoelongated chord members units elongated chord members - To assemble the collapsible rigid and robust truss as shown in
FIG. 1 , theelongated chord members truss end cap 10A through the sleeves of the four primary slidingunits 18 to connections (connector sleeves) at the corners of the primary portion oftruss end cap 10B. Similarly, theelongated chord members truss end cap 10A through the sleeves of the five secondary slidingunits truss end cap 10B. In this preferred embodiment, the connections at the corners of the truss end caps are also sleeves that provide a sliding fit with the associated chord member. Each of the fourchord members - To disassemble the collapsible truss for storage or transporting, the four quick release pins 28 securing the chords inside the connector sleeves of the
truss end caps truss end caps units FIG. 2 the four connector sleeves in the primary portion of the twotruss end caps - Referring now to
FIGS. 3A and 3B , there is shown a front and back isometric view of the truss end caps used in the preferred embodiment of the invention. As shown, and for explanation purposes only, each of thetruss end caps primary portion 30 and asecondary portion 32.Primary portion 30 of the two truss end caps includes a primary pair ofparallel sleeves 34 rigidly connected together at a selected distance apart, such as by welding, by asupport member 36. Rigidly attached, to eachprimary sleeve 34 is a connectingtab 38 for pivotally connecting one of the connectinglink units Secondary portion 32 of the truss end caps is similar to theprimary portion 30 and includes two parallelsecondary sleeves 40 rigidly connected together the same selected distance apart as the two primary sleeves by asecond support member 36. In this preferred embodiment, theprimary sleeves 34 are longer than thesecondary sleeves 40 so as to provide more stability to the truss base unit when it is in its collapsed state, however, the primary sleeves and the secondary have the same cross-section. Theprimary portion 30 and thesecondary portion 32 are connected together bysupport members 42 which may have the same length or a different length thansupport members 36. There is also aplate member 44 with bolt holes. Theseplate members 44 are rigidly attached to each of thesupport members 42 to provide connecting structure so that two or more of the collapsible trusses of this invention can be connected together. As is more clearly shown inFIG. 3A a pair ofreinforcement plates 46 may be bolted to theplate members 44. -
FIG. 4A is an isometric view of a primary slidingunit 18 of one preferred embodiment of this invention. As shown, primary sliding unit comprises a pair ofsleeves 46 rigidly connected together by connectingarm 48.Sleeves 46 provides a sliding fit with thechord members sleeves 46 isconnector plate 50 which has two apertures for pivotally connecting the connecting link units also as discussed above.FIG. 4B is an isometric view of the secondary slidingunits FIGS. 4A and 4B , the secondary sliding units are identical to the primary sliding units. However, it will be appreciated that the cross-sectional diameter of the secondary sleeves could be different than the diameter of the primary sleeves so as to accommodatechord members chord members FIG. 4C illustrates another embodiment of the sliding sleeves 18 (or 16) wherein thesleeve 46A and twoconnector plates 50A are extruded as a single unit. As shown by dashed lines, theconnector link units 15 comprise a single connecting link that is connected between the twoconnector plates 50A. -
FIGS. 5, 6A, 6B and 7 illustrate an embodiment of the invention having three chord members rather than four. Where the various components of this three chord embodiment are the same as components of the four chord preferred embodiment, the reference numbers to these components will remain the same. As show, inFIG. 5 there is illustrated a front view oftruss end caps primary portion 30 of the end caps is the same as discussed with respect to the preferred embodiment, and includes twosleeves 34. However, thesecondary portion 32A comprises only asingle sleeve 54. As shown inFIGS. 6A and 6B the secondary slidingmembers 56 also only have asingle sleeve 58 and theconnecter plates 50 are attached to theconnector arm 48A rather than to the two sleeves. Also as shown inFIG. 7B , thesleeve 58 may have a different diameter as illustrated by the dashedcircle 58A. -
FIGS. 8, 9A and 9B illustrate a front view of thetruss end plate 60, and front and top views respectively of the primary and secondary slidingunits 62 of a six chord embodiment of the invention. - Moreover, the scope of the present application is not intended to be limited to the particular embodiments of the process, machine, manufacture, composition of matter, means, methods and steps described in the specification. As one of ordinary skill in the art will readily appreciate from the disclosure of the present invention, processes, machines, means, methods, or steps, presently existing or later to be developed, that perform substantially the same function or achieve substantially the same result as the corresponding embodiments described herein may be utilized according to the present invention. Accordingly, the appended claims are intended to include within their scope such processes, machines, manufacture, compositions of matter, means, methods, or steps.
Claims (20)
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US14/885,948 US9637922B1 (en) | 2015-10-16 | 2015-10-16 | Collapsible truss |
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US14/885,948 US9637922B1 (en) | 2015-10-16 | 2015-10-16 | Collapsible truss |
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US20170107719A1 true US20170107719A1 (en) | 2017-04-20 |
US9637922B1 US9637922B1 (en) | 2017-05-02 |
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US14/885,948 Expired - Fee Related US9637922B1 (en) | 2015-10-16 | 2015-10-16 | Collapsible truss |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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US10167634B2 (en) * | 2016-06-10 | 2019-01-01 | Christie Lites Enterprises Canada Inc. | Truss section connection apparatus |
US20190292804A1 (en) * | 2018-03-22 | 2019-09-26 | Tower Solutions, Llc | Mobile Tower for Transportation And Remote Deployment |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
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USD846153S1 (en) * | 2017-03-24 | 2019-04-16 | Prolyte Group B.V. | Truss |
US20190078330A1 (en) * | 2017-09-13 | 2019-03-14 | Xtreme Structures & Fabrication, LLC | Modular truss |
BE1025724B1 (en) * | 2017-11-20 | 2019-06-24 | Willy Bruyninckx | Device for reinforcing and dressing trusses and method in which such device is used. |
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US5228258A (en) * | 1989-11-27 | 1993-07-20 | Fuji Jukogyo Kabushiki Kaisha | Collapsible truss structure |
US6076770A (en) * | 1998-06-29 | 2000-06-20 | Lockheed Martin Corporation | Folding truss |
US6321501B1 (en) * | 1999-04-19 | 2001-11-27 | James P. Ignash | Collapsible three sided truss |
DE202008009283U1 (en) * | 2008-07-10 | 2009-11-12 | Daas, Kamal | Lattice support structure |
US8028488B2 (en) * | 2008-09-16 | 2011-10-04 | Tyler Truss Systems, Inc. | Foldable truss |
DE202008014059U1 (en) * | 2008-10-22 | 2010-03-11 | Daas, Kamal | Lattice support structure |
US8517397B2 (en) * | 2009-01-19 | 2013-08-27 | Production Resource Group, Llc | Collapsible dolly for use with a truss |
-
2015
- 2015-10-16 US US14/885,948 patent/US9637922B1/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10167634B2 (en) * | 2016-06-10 | 2019-01-01 | Christie Lites Enterprises Canada Inc. | Truss section connection apparatus |
US20190292804A1 (en) * | 2018-03-22 | 2019-09-26 | Tower Solutions, Llc | Mobile Tower for Transportation And Remote Deployment |
US10920444B2 (en) * | 2018-03-22 | 2021-02-16 | Tower Solutions, Llc | Mobile tower for transportation and remote deployment |
US11661761B2 (en) | 2018-03-22 | 2023-05-30 | Tower Solutions, Llc | Mobile tower for transportation and remote deployment |
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