Structural assembly

Information

  • Patent Grant
  • 6536167
  • Patent Number
    6,536,167
  • Date Filed
    Wednesday, April 4, 2001
    24 years ago
  • Date Issued
    Tuesday, March 25, 2003
    22 years ago
Abstract
A structural assembly has elongate members extending at angles to one another from connector members and forming with the connector members a lattice structure having open spaces defined by the elongate members, with the connector members at corners of the open spaces. Tension members extending between the connector members have opposite end portions extending through the connector members to anchor members on the tension members. Adjustable fasteners retain the anchor members on the end portions of the tension members and the anchor members are distributed around the connector members, with each of the anchor members in a respective one of the angles in wedging relationship with a pair of the elongate members.
Description




BACKGROUND OF THE INVENTION




1. Field of the Invention




The present invention relates to a structural assembly and, more particularly, to an assembly of structural elements which is useful, for example, to support a roof, or as a platform or as a bridging structure.




2. Description of the Related Art




The prior art includes various space frame structures which are useful, for example, for use as roof support structures extending over relatively large areas. The prior art space frames have mostly been constructed of more or less rigid elongate members, usually in the form of tubing, which are connected to one another in triangular arrays.




It is, however, a disadvantage of such prior art structures that the components are themselves relatively heavy, which requires the heavy weight of these components to be supported by the structures themselves, in addition to any loads exerted on the structures. Also, the components of these prior art space frames are expensive, bulky to store and transport and, when assembled, form space frames which are relatively bulky and of large height. As the spans are increased, the heights are correspondingly increased.




A further disadvantage of some prior art space frame structures is that their components must be welded together and therefore cannot be readily disassembled for subsequent reassembly.




BRIEF SUMMARY OF THE INVENTION




According to the present invention, there is provided a structural assembly, comprising a plurality of elongate members and connector members between the elongate members. The elongate members extend at angles to one another from the connector members and form with the connector members a lattice structure having open spaces defined by the elongate members with the connector members at corners of the open spaces. Tension members extend between the connector members and have opposite end portions extending through the connector members to anchor members. Adjustable fasteners retain the anchor members on the end portions with the anchor members distributed around the connector members and with each of the anchor members in a respective one of the angles in wedging relationship with a pair of the arms.




In a preferred embodiment of the invention, the elongate members are I-beams and the connector members, the anchor members and the I-beams are made of aluminum, so that the components of the assembly are of very light weight and are compact for storage and transportation. The entire assembly can be of shallow vertical dimensions and, in addition, can be readily disassembled for reassembly in a different location and/or shape, or can be readily expanded, e.g to provide additional coverage of an underlying space.











BRIEF DESCRIPTION OF THE DRAWINGS




The present invention will be more readily understood from the following description of preferred embodiments thereof given, by way of example, with reference to the accompanying drawings, in which:





FIG. 1

shows an underneath plan view, from below, of a roof support structure formed by a structural assembly according to a first embodiment of the present invention;





FIG. 2

shows a view taken in horizontal cross-section through an I-beam component of the structural assembly of

FIG. 1

, with a pair of attached leaf springs;





FIG. 3

shows a plan view of an array of four of the elongate components of

FIG. 2

being assembled to form a cruciform component;





FIG. 4

shows a plan view of the array of

FIG. 3

with a pair of metal plates being installed on a connector member to form a cruciform component;





FIG. 5

shows a view, taken in horizontal cross-section, of the cruciform component of

FIG. 4

, together with further components of the structural assembly;





FIG. 6

shows a view in side-elevation of a connector member shown in FIG.


5


and an associated anchor member;





FIG. 7

shows a view taken in cross-section along the line


7





7


of

FIG. 6

;





FIG. 8

shows a view corresponding to that of

FIG. 6

but including additional components;





FIG. 9

shows a view taken in cross-section along the line


9





9


of

FIG. 8

;





FIG. 10

shows a plan view of an interconnected array of four of the cruciform components;





FIG. 10



a


shows a broken-away view in horizontal cross-section through a joint between a pair of I-beams shown in

FIG. 10

;





FIG. 11

shows a plan view of part of a roof under construction, incorporating a plurality of arrays such as that of

FIG. 10

;





FIGS. 12 and 13

show views, taken in vertical cross-section along the lines


12





12


and


13





13


, respectively, of

FIG. 11

, through roof plate retaining assemblies;





FIG. 14

shows a view taken in vertical cross-section through a double lattice structure according to a second embodiment of the present invention;





FIG. 15

shows a diagrammatic view, in vertical cross-section, through a building having a domed roof structure according to a third embodiment of the present invention;





FIGS. 16 and 17

show broken-away views, in vertical cross-section, through components of the roof structure of

FIG. 15

;





FIG. 18

shows a view in horizontal cross-section through a three-armed component formed by modified elongate members connected by a modified connector member; and





FIG. 19

shows a view taken in horizontal cross-section through an interconnected array of six of the three-armed components of

FIG. 18

forming an hexagonal space between them.











DESCRIPTION OF THE PREFERRED EMBODIMENTS




In

FIG. 1

of the drawings, there is shown a roof support structure in the form of a structural assembly which is supported on four underlying posts


12


and on beams


14


extending between the posts


12


to form a rectangular support structure extending around a marginal edge portion of the structural assembly.




The structural assembly comprises a lattice structure, indicated generally by reference numeral


10


, formed by elongate components in the form of aluminum I-beams


16


and defining square spaces


18


, the I-beams


16


extending between the corners of the square spaces


18


.





FIG. 2

shows a view in horizontal cross-section through one of the I-beams


16


, which each have flanges


20


extending along a web


24


and, at one end, a projection in the form of an end flange


22


extending at an angle from the web


24


.




A pair of leaf springs


26


is provided at opposite sides of the web


24


of the I-beam. In the present embodiment of the invention, the leaf springs


26


are made of fiber-reinforced plastic material, although other spring material, for example steel may alternatively be employed. Each of the leaf springs


26


is longitudinally curved between opposite ends


28


and


30


thereof when in a free state, as illustrated in

FIG. 2. A

fastener


32


, comprising a bolt pin and a pair of nuts, extends through the end


30


of each of the leaf springs


26


, and through the web


24


of the I-beam, to secure the leaf spring


26


opposite sides of to the I-beam


16


with the leaf spring


26


curving laterally outwardly of the I-beam


16


from the fastener


32


.




In a first step in the construction of the structural assembly


10


, four of the I-beams


16


are arranged at right angles to one another, with their ends including the flanges


22


adjacent one another as shown in

FIG. 3

, and these flanges


22


are then interconnected by a hollow aluminum connector member


36


, as shown in

FIG. 4

, by insertion of the flanges


22


into recesses formed by slots


34


(

FIG. 7

) in the connector member


36


. In this way the four I-beams


16


and the member


36


are assembled to form a cruciform component indicated generally by reference numeral


38


in FIG.


5


. Metal locking plates


40


(

FIG. 4

) are secured by a bolts


41


inserted through openings


43


into threaded engagement with the connector member


36


at the top and bottom of the connector member


36


. The locking plates


42


are formed with cut-outs for receiving adjacent ends


44


of the I-beams


16


in order, thus, to assist in holding the I-beams


16


in position at right angles to one another. The locking plates


44


extend over and under the flanges


22


and thus retain the flanges


22


in the slots


34


.




The connector member


36


is of octagonal horizontal cross-section and presents four faces


46


(

FIG. 7

) against which the ends


44


of the I-beams


16


abut.




Four anchor members


48


, which in the present embodiment are hollow aluminum components, abut four other faces


50


of the connector member


36


, the anchor members


48


being distributed around the connector member


36


with each of the anchor members in a respective one of the angles between a respective pair of the arms, formed by the I-beams


16


, of the cruciform component


38


, as shown in FIG.


5


.




The anchor members


48


are temporarily retained in position on the connector member


36


by means of screws


52


extending through screw openings


54


(

FIG. 7

) in the anchor members


48


and into threaded engagement in threaded openings


56


(

FIGS. 7 and 8

) in the connector member


36


.




The connector member


36


is also formed with two pairs of through-openings


58


,


59


, and


60


,


61


, which extend at right angles to one another as viewed in

FIGS. 8 and 9

. The opening


58


is aligned with corresponding openings


62


extending through a pair of the anchor members


48


, as shown in

FIGS. 8 and 9

, and the opening


60


in the connector member


36


is aligned with corresponding openings


61


extending through the other pair of the anchor members


48


.





FIG. 10

shows four of the cruciform components


38


interconnected to form a sub-assembly. In this sub-assembly, the four cruciform components


38


co-operate to form one of the square spaces


18


between aligned and interconnected ones of the I-beams


16


. These I-beams


16


are interconnected end-to-end by splice plates


64


(

FIG. 10A

) secured by fasteners


66


comprising nuts and bolts so as to interconnect the cruciform I-beams


16


.




In addition, a pair of tension members in the form of tension rods


68


are shown in FIG.


10


and extend diagonally across the square space


18


. Each of the tension rods


68


has opposite end portions


70


and


72


extending through one of the connector members


36


and through a respective pair of the anchor members


48


. Beyond the anchor members


48


, the end portions


70


and


72


of the tension rods


68


, which are threaded, are provided with adjustable fasteners or retainers (

FIG. 9

) in the form of adjustment nuts


74


and lock nuts


76


, which retain the anchor members


48


on the tension rods


68


in force-transmitting relationship with the I-beams


16


.




Referring again to

FIG. 5

, it is recalled that the anchor members


48


are initially secured to their connector member


36


by the screws


52


. When the tension rods


68


have been inserted through the connector members


36


and the anchor members


48


, and the nuts


74


and


76


have been installed on the end portions


70


and


72


of the tension rods


68


, thus retaining the anchor members


48


from sliding off the end portions


70


and


72


of the tension rod


68


, the screws


52


can be removed.




The anchor members


48


, as can be seen in

FIG. 5

, are provided on opposite sides of the anchor members


48


with rollers


80


which are in rolling engagement with the leaf springs


26


and which, when the tension rods


68


are inserted through the anchor members


48


and the connector members


36


and the nuts


74


and


76


are secured on the end portions


70


and


72


of the tension rods


68


against the anchor members


48


, press against the leaf springs


26


so as to substantially flatten the formerly free ends


28


of the leaf springs


26


against the webs


24


of the I-beams


16


. When the screws


52


are removed, these leaf springs


26


urge the anchor members


48


along the tension rods


68


in directions extending away from their associated connector member


36


, the anchor members


48


being retained on their respective tension rods


68


by the nuts


74


and


76


, which thus force each of the anchor members


48


into wedging relationship against the I-beams


16


between which that anchor member


48


is located.




To ensure that the anchor members


48


are each retained in engagement with their leaf springs


26


, the screws


52


are not removed from the two anchor members


48


at opposite end portions


70


and


72


of each tension rod


68


until those anchor members


48


have been secured to respective end portions


70


and


72


by the nuts


74


and


76


.





FIG. 11

shows an assembly of a plurality of sixteen of the cruciform components


38


, with their associated tension rods


68


, forming a part of the complete structural assembly


10


of FIG.


1


.




When the structural assembly


10


has been completed, the leaf springs


26


urge the two anchor members


48


on each tension rod


68


in opposite directions with equal and opposite tensile forces. Since the nuts


74


and


76


cannot move along the tension rods, the nuts


74


and


78


absorb the tensile forces in the tension rods


16


so as to substantially equalize these tensile forces, and therefore substantially no force is transmitted through the I-beams


16


, even when a vertical load is exerted on the support structure. Loads exerted on the structural assembly are transmitted through the tension rods


68


. This allows the I-beams


16


to be of light weight. Also, the forces exerted on the two leaf springs


26


at opposite sides of each I-beam


16


balance one another.




Following the completion of the lattice structure of the structural assembly


10


, square, dome-shaped steel roof plates


82


are installed on the lattice structure, with each of the plates


82


located above and covering a respective one of the squares


18


of the lattice structure. As shown in

FIG. 11

, the installation of seven of the roof plates


82


has been completed.




As shown in

FIG. 12

, which shows the two tension rods


68


in one of the squares


18


crossing one another, a hollow aluminum retaining member


83


is provided with openings receiving the tension rods


68


at right angles to one another through the retaining member


83


. One of the roof plates


82


is secured to this retaining member


83


by means of a screw


85


in threaded engagement with the retaining member


83


. The screw


85


has a screw head


81


and extends from the head


81


through washers


86


and a bushing


87


to the retaining member


83


and is covered by a sealing disk


88


above the roof plate


82


.




A further screw


90


is in threaded engagement with the underside of the retaining member


83


.




A panel of heat-insulating foam material


92


adhered to the underside of the roof plate


82


is provided between the roof plate


82


and the retaining member


83


, with an elastomeric sealing ring


93


between the underside of the foam material


92


and the retaining member


83


.




The washer


86


is interposed between the roof plate


82


and the foam material


92


, and a further two washers


94


and


95


are interposed between the plate


82


and the screw head


81


. Tightening of the screw


85


in the retaining member


83


securely clamps the roof plate


82


to the retaining member


83


.





FIG. 13

shows a view taken in vertical cross-section through one of the connector members


36


along the line


13





13


of FIG.


11


.




As shown in

FIG. 13

, a screw


100


having a screw head


102


extends between adjacent roof plates


82


and through the foam material


92


into threaded engagement with the connector member


36


. This arrangement accommodates independent thermal and structural movements of the roof plates


82


.




The screw


100


is provided with washers


104


,


105


and


106


, corresponding to the washers


86


,


94


and


95


, an elastomeric sealing ring


108


corresponding to the sealing ring


94


and a sealing disk


109


corresponding to the sealing disk


88


.




Also, a screw


110


corresponding to the screw


90


is provided at the underside of the connector member


36


.




In the embodiment of the invention illustrated in

FIGS. 1 through 13

, the structural assembly


10


forms a flat roof support structure. However, the present invention is not restricted to use as roof support structure, but may, for example, be used to form a floor or bridge structure.




Thus,

FIG. 14

shows a broken-away view, in vertical cross-section, through an embodiment of the invention forming part of a bridge structure indicated generally by reference numeral


200


. In this embodiment, a pair of lattice structures indicated generally by reference numerals


210




a


and


210




b


, which are each similar to the lattice structure


10


shown in

FIG. 1

, are arranged one above the other, with vertical elongate connector members


236


extending between and into the two lattice structures


210




a


and


210




b


. Opposite ends of the connector members


236


serve the same functions in respective ones of the lattice structures


210




a


and


210




b


as the connector member


36


serves in the lattice structure


10


of FIG.


1


. In addition, inclined tension rods


214


connected between the connector members


236


form braces between the two lattice structures


210




a


and


210




b.






As can be seen in

FIG. 14

, the space between the lattice structures


210




a


and


210




b


can accommodate e.g. ducts


216


for water supply, electrical conduits, etc.




Apart from the fact that the connector members


236


are elongate and each form parts of the two lattice structures


210




a


and


210




b


, the latter are otherwise each similar to the above-described lattice structure


10


and are therefore not further described herein.




As will be apparent to those skilled in the art, the double lattice structure illustrated in

FIG. 14

is not restricted to use as a bridge structure, but may, for example be employed to form a roof structure, or a platform or another support structure.




While the lattice structure


10


illustrated in

FIGS. 1 through 13

is generally flat, it is pointed out that the present invention can also be employed to form curved structures such as, for example, a dome-shaped roof lattice structure indicated generally by reference numeral


310


in

FIG. 15

forming the roof of a stadium.




This dome shape can be achieved by modifying the faces of the connector members


36


so that they extend at an angle to one another, instead of being parallel to one another as in the embodiment of

FIGS. 1

to


13


. More particularly,

FIG. 16

shows a modified connector member


336


having opposed downwardly convergent abutment faces


346




a


and


346




b


, the connector member


336


being provided between ends of a pair of I-beams


316


corresponding to the I-beams


16


, with the ends of the I-beams


316


abutting the abutment surfaces


346




a


and


346




b


so that the I-beams


316


are inclined downwardly from the connector members. Also, the connector members


336


receive the tension rods


68


at corresponding angles. The lattice structure


310


is otherwise similar to the lattice structure


10


.




The above-described embodiments of the invention comprise lattice structures formed with square interstices or spaces between the elongate members. However, the present invention may alternatively employ spaces of other, e.g. polygonal, shapes. For example,

FIGS. 18 and 19

show components of a lattice structure having hexagonal spaces between elongate members.




More particularly,

FIG. 18

shows, in horizontal cross-section, a three-armed component, indicated generally by reference numeral


438


, which is formed by three elongate members in the form of channel members


416


of U-shaped cross-section connected at adjacent ends by a connector member


436


of hexagonal cross-section. The channel members


416


are each provided, on opposite sides, with a pair of leaf springs


426


, corresponding to the leaf springs


26


on the I-beams


16


, which are pressed against the channel members


416


by three anchor members


448


secured on the ends of three tension rods


468


. This arrangement, except for the use of three elongate members, instead of four, connected by the connector member


436


and with the tension rods


468


extending axially along the interiors of the elongate members instead of across the spaces between the elongate members, is similar to the arrangement of the anchor members


48


, tension rods


68


, leaf springs


26


and connector members


36


described above with reference to

FIGS. 2 through 10

, and is therefore not described in greater detail.





FIG. 19

shows an array of six of the three-armed components


438


assembled to form an interconnected array, indicated generally by reference numeral


450


, around a hexagonal space


418


.




This array


450


can be interconnected with other similar arrays (not shown) to form a lattice structure which is somewhat similar to that shown in

FIG. 1

except that it has hexagonal interstices, or spaces, similar to the space


418


instead of the square spaces


18


of FIG.


1


.




As will be apparent to those skilled in the art, other modifications may be made within the scope of the invention. For example, the tension rods


68


may be replaced by other tension members, e.g. tension cables. Also, the rollers


80


of the anchor members


48


may be omitted, in which case they may be replaces by some other frictionless devices acting between the anchor members


48


and the leaf springs


26


. The locking plates


42


may be replaced by simple octagonal plates, with central bolt holes.



Claims
  • 1. A structural assembly, comprising a plurality of elongate members and connector members between said elongate members;said elongate members extending at angles to one another from said connector members and forming with said connector members a lattice structure having open spaces defined by said elongate members with said connector members at corners of said open spaces; tension members extending between said connector members; anchor members on said tension members; said tension members having opposite end portions extending through said connector members to said anchor members; and adjustable fasteners retaining said anchor members on said end portions; said anchor members being distributed around said connector members with each of said anchor members in a respective one of said angles in wedging relationship with a pair of said elongate members.
  • 2. A structural assembly as claimed in claim 1, wherein four of said elongate members extend at right angles to one another from each of said connector members, said open spaces being square spaces and said tension members extending diagonally across said square spaces.
  • 3. A structural assembly as claimed in claim 2, wherein said four elongate members are connected to said connector member to form a cruciform sub-assembly, and said cruciform sub-assembly is one of a plurality of similar sub-assemblies, said elongate members being connected together end-to-end to connect said sub-assemblies.
  • 4. A structural assembly as claimed in claim 2, wherein said anchor members are slidable along said end portions of said tension members and wherein springs acting between said elongate members and said anchor members urge said anchor members against said adjustable retainers.
  • 5. A structural assembly as claimed in claim 4, wherein said springs comprise leaf springs, said leaf springs each being longitudinally curved between opposite ends thereof when in a free state, said structural assembly including leaf spring fasteners securing one end of each of said leaf springs to a respective side of one of said elongate members.
  • 6. A structural assembly as claimed in claim 5, wherein said anchor members include freely rotatable rollers in rolling contact with said leaf springs.
  • 7. A structural assembly as claimed in claim 1, wherein said connector members have through openings freely slidably receiving therethrough said end portions of said tension members.
  • 8. A structural assembly as claimed in claim 1, wherein said connector members and said elongate members have mutually interengaged projections and recesses.
  • 9. A structural assembly as claimed in claim 8, wherein said projections comprise a flange on one end of each of said elongate members, each of said flanges being angled relative to the longitudinal axis of its respective elongate member, and said recesses comprise correspondingly angled slots in said connector members.
  • 10. A structural assembly as claimed in claim 1, wherein three of said elongate members extend equiangularly with respect to one another from each of said connector members, said lattice structure having hexagonal spaces between said elongate members and said tension members extending along said elongate members between said connector members.
  • 11. A structural assembly as claimed in claim 10, wherein said elongate members are channel members and said tension members are co-axial with said elongate members.
  • 12. A structural assembly as claimed in claim 1, wherein saidn elongate members are c0-planar.
  • 13. A structural assembly as claimed in claim 1, wherein said elongate members are each inclined downwardly from said connector members, whereby said lattice structure is dome-shaped.
  • 14. A structural assembly as claimed in claim 13, wherein said connector members each have downwardly convergent abutment faces and said elongate embers abut said abutment faces.
  • 15. A structural assembly, comprising:a plurality of anchor members; a plurality of tension members; said anchor members having through openings and said tension members each having opposite end portions extending through said through openings of a respective pair of said anchor members;, with said anchor members being slidable along said end portions; adjustable retainers retaining said anchor members on said end portions of said tension members; a pair of cruciform components on each of said tension members between said anchor members; said cruciform components each comprising a central portion and four arms extending radially outwardly from said central portion, and said arms forming right angles therebetween; and through openings extending through said central portions; said arms of said cruciform components being connected to like arms of like cruciform components to form square spaces therebetween with said central portions at the corners of said square spaces; said tension members extending diagonally across said square spaces, said end portions of said tension members extending through said openings in said central portions to said anchor members and one of said anchor members being located in each of said right angles.
  • 16. A structural assembly as claimed in claim 15, including springs between said anchor members and said arms of said cruciform components.
  • 17. A structural assembly as claimed in claim 16, wherein said springs comprise leaf springs each having first ends secured to respective sides of said arms and second ends, said first ends being located outwardly of said anchor members from said central portion and said second ends being located between said arms and said anchor members and being pressed towards said arms, by said anchor members.
  • 18. A structural assembly as claimed in claim 16, wherein said anchor members have rollers in rolling contact with said leaf springs.
  • 19. A structural assembly, comprising:a lattice structure defining square space spaces; said lattice structure comprising elongate components extending between corners of said square spaces; anchor members located in the corners of said square spaces between said elongate components; a pair of tension members extending diagonally across each of said square spaces and having opposite ends anchored by a pair of said anchor members in adjacent ones of said square spaces; and adjustable retainers in threaded engagement with said tension members and adjustably retaining said anchor members on said tension members in wedging relationship with said elongate components.
  • 20. A structural assembly as claimed in claim 19, wherein the tension forces in said tension members balance one another and said elongate members are substantially free of longitudinal tension and compression forces.
  • 21. A structural assembly, comprising a plurality of elongate members and connector members between said elongate members;said elongate members extending at angles to one another from said connector members and forming with said connector members a lattice structure having open spaces defined by said elongate members with said connector members at corners of said open spaces; tension members extending between said connector members; anchor members on said tension members; springs acting between said anchor members and said elongate members; said tension members having opposite end portions extending through said connector members to said anchor members; and adjustable fasteners retaining said anchor members on said end portions; said springs urging said anchor members against said adjustable fasteners and thereby tensioning said tension members; said wedge members being distributed around said connector members with each of said wedge members in a respective one of said angles.
  • 22. A structural assembly as claimed in claim 21, wherein said springs comprise leaf springs, and wherein a fastener secures one end of each of said leaf springs to a respective side of one of said elongate members, said leaf springs each having an opposite end urged against said respective side by one of said anchor members.
  • 23. A structural assembly as claimed in claim 21, wherein four of said elongate members are each secured at one end thereof to one of said connector members at right angles to one another to form a cruciform sub-assembly and said elongate members are connected in end-to-end relationship at opposite ends thereof to interconnect a plurality of said cruciform subassemblies.
  • 24. A structural assembly as claimed in claim 21, wherein said anchor members are each held in wedging relationship with a pair of said elongate members.
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Number Name Date Kind
3018858 Finlayson Jan 1962 A
3418768 Cardan Dec 1968 A
4559746 Ishler Dec 1985 A
5127759 Orbom Jul 1992 A
5704169 Richter Jan 1998 A
6134849 Holler Oct 2000 A
6192634 Lopez Feb 2001 B1
6237298 Castano May 2001 B1