AU593011B2 - Space frames - Google Patents
Space frames Download PDFInfo
- Publication number
- AU593011B2 AU593011B2 AU62268/86A AU6226886A AU593011B2 AU 593011 B2 AU593011 B2 AU 593011B2 AU 62268/86 A AU62268/86 A AU 62268/86A AU 6226886 A AU6226886 A AU 6226886A AU 593011 B2 AU593011 B2 AU 593011B2
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- AU
- Australia
- Prior art keywords
- chords
- space frame
- posts
- tension
- modes
- 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.)
- Ceased
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Classifications
-
- 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
-
- 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
- E04B1/1912—Connecting nodes specially adapted therefor with central cubical connecting element
-
- 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
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
-
- 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
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
-
- 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
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1963—Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
-
- 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
- E04B2001/1975—Frameworks where the struts are directly connected to each other, i.e. without interposed connecting nodes or plates
-
- 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
- E04B2001/1978—Frameworks assembled from preformed subframes, e.g. pyramids
-
- 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
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
-
- 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
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1984—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework rectangular, e.g. square, grid
-
- 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
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1987—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework triangular grid
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
TO:
The Commissioner of Patents, COMMONWEALTH OF AUSTRALIA.
Au-A.! 62268 /8Br PCI' WORLD IN
T
ELETe MERT#RcYZf\ INTERNATIONAL APPLICATION PUBLISHED UNDER TE ANCOO0ERAJ NTREATY (PCT) (51) International Patent Classification 4 (11) International Publication Number: WO 87/ 01150 E043 1/19 Al (43) International Publication~ Date: 26 February 1987 (26.02.87) (21) Internaflional Application Number: PCT/AU86/00239 us.
(22) International Filing Date: 18 August 1986 (18.08,86) Published With international search report.
(31) Priority Application Number: PH 1984 Before the ex'piration of the time limitfor amending the claims and to be republished in the event of the receipt (32) Priority Date-, 16 August 198 5(16,08.85) of arendres..,.
(33) Priority Country: AU i Ti d ~m ade co nd r M.adisce t undor (71X72) Applicant and Inventor-, HART, Garry, Ra,'d2I1 is Qetin [AU/AU]; 89 Uxbridge Street, The Grange, QLD 405%c
(AU).
A. O.J. p. PR18 (74) Agent: GRANT ADAMvS COMPANY; 333 Adelaide 6AR18 Street, G.P.O. Box 1413, Brisbante, QLP 4000 (AU), (81) Designated States: AT (European patent), AU, BE (Eu- AUSTRtA[IAN ropean patent), CH (European patent), DE (European 10HA 198? patent), FR (European patent), GB, GB (European10MP98 patent), IT (European patent), JP, LU (European pa- ATNT FFE tent), NL (European patent), SE (European patent), 7AETOFC (54) Title: ADJUSTABLE SPACE FRAMIES (57) Abstract An adjustable space frame (10)jtas upper tnd lower grids (11, 12) formed of longitudin~tl and latem~l chords l1 14) connected to vertical posts (15) at nodal connection points. Tension braces (16) interconnect the chords (13) in the respective grids (11, 12). By selective adjuiitrxent of the tension. In the tensiont braces the degree of rigidity in the space frame (t0) can be varied and the space frame (10) may be, selectively cucved or cambered In either the longitudinal and/or lateral directions., When rigid braces (17) are used in the lateral direction, the curvature wvill be in the longitudinal direction. The posts (15) may- be Inclined to provide lateral restrain for the space frame (10) and the grids (I1I, 12) may be relatively offset.
WO 87/01150 PCT/AU86/00239 -1- TITLE: "ADJUSTABLE SPACE FRAMES" BACKGROUND OF THE INVENTION Prior Art THIS INVENTION relates to adjustable space frames. The invention is also directed to improved methods for connecting and bracing the space frame components.
Prior Art Spaces frames are particularly suited to spanning large areas where minimal obstruction by supporting columns is required. Existing space frames generally consist of interconnected members which form non-adjustable triangulated structures which have a number of practical limitations. The frames often require expensive mode connectors and the components manufactured to close tolerances. The space frames are generally rigid and unyielding and are difficult to assemble. Curved structures generally require special members and increase construction time.
Finally, they are difficult to design as the use of a large number of components connected at modes make them difficult to computer model as complex computer design analysis techniques must be employed.
SUMMARY OF THE PRESENT INVENTION It is an object of the present invention to provide adjustable space frames which are easy to assemble and which do not require close tolerances in the components.
It is a preferred object to provide adjustable space frames which avoid the need for complex mede %ice.
connectors and yet allows for a wide range of geometrics, including curved frames.
It is a further preferred object of the present invention to provide adjustable space frames which can be pre-cambered and which can be very w- 2 ductile to very rigid dependent on the proposed application.
It is a still further preferred object to provide adjustable space frames which can be easily analysed and assembled in the manner of two dimensioned trusses and which can be readily varied to suit different stresses on the components throughout the frames.
Other preferred objects of the present invention will become apparent from the following decription.
In one aspect the present invention resides in an adjustable space frame including:an upper grid of chords intersecting at a
S.
15 plurality of nodes and a lower grid of chords f intersecting at a plurality of nodes, the nodes of the upper grid being connected to ',he nodes of the lower grid by posts of fixed length to which the chords are connected; and 20 at least one of the nodes in the upper grid is connected to at least one of the nodes in the lower grid by a diagonal tension or compression brace or Sstrut, the length of the brace or strut and/or the length of the chords being adjustable to apply a 25 curvature to the space frame and/or to vary the rigidity of the space frame.
Preferably a pair of diagonal tension braces interconnect the nodes on an adjacent, or diagonally opposed, pair of posts in the frame.
Alternatively, in a rectangular frame, which is plan view, appears to consist a series of interconnected "boxes", the tension braces may extend diagonally across the boxes between the posts at opposite corners of the boxes.
The tension braces may be arranged 3 longitudinally and/or laterally relative to the frame to enable cambering of the frame in one or two directions.
Non-adjusftable braces may be provided in the direction which does not require cambering or curvature. The frames may be triangular, square, rectangular, hexagonal or any other suitable regular polygon in plan view and the chords of the lower grid may underlie, or be offset relative to the chords of the upper grid.
In a second aspect the present invention resides in a method for connecting the chords to a node of the space frame hereinbefore described including: a post at the node; at least one stub extending from the post to engage a respective chord in the space frame; and 15 means to connect the chord to the stub.
In a third aspect the present invention resides in a method for connecting the chords to a node r. of a F 'ace frame hereinbefore described including: a post at the node; 20 at least one hole or slot in the post to receive a respective chord in the space frame; and means to connect the chord to the hole or slot in the post.
In a fourth aspect the present invention 25 resides in an adjustable space frame including: an upper grid of chords intersecting at a plurality of nodes and a lower grid of chords intersecting at a plurality of nodes wherein: the nodes of the upper grid are connected to 30 the nodes of the lower grid by inclined posts of fixed length to which the chords are connected; and at least one of the nodes in the upper grid is connected to at least one of the nodes in the lower I grid by a diagonal tension or compression brace or strut, the length of the brace or strut and/or the p-i 0 length of the chords being adjustable to apply a curvature to the space frame and/or to vary the rigidity of the space frame.
The tension bracing may include a pair of Uor D-shaped brackets, or L-shaped straps, connectable to the chords and/or posts by bolts or other fasteners, interconnected by rods or flexible cables; tensioned rods received in holes in the chords are tensioned by nuts on threaded ends of the rods; or a pair of rods connected by a turnbuckle.
BRIEF DESCRIPTION OF THE DRAWINGS To enable the invention to be fully understood, a number of preferred embodiments will now be described with reference to the accompanying 15 drawinigs, in which: FIG. 1 is a isometric view of a space frame adjustable in one direction; .o FIGS. 2 to 4 are isometric views of triangu- *o esee 0 ee c er 060*0: 0 0. 0. e C C a c~ mc.m
C
me era
N
i b I O 87/01150 PCT/AU86/00239 -4lar, hexagonal and hexagonal space frames respectively; FIG. 5 is an isometric view of a space frame where the lateral chords in the grid are offset; FIGS. 6 to 16 show alternative methods of connecting the chords to the posts; FIGS. 17 to 21 show alternative types of tension braces; FIG. 22 is a rigid panel which can be used insubstitution for the rigid, non-adjustable 1brace; FIG. 23 shows a method for relieving stress in a strut or brace; FIG. 24 is a side view of a second type of space frame having blocks at the4made in substitution for posts; FIG. 25 is an underside isometric view of one of the blocks; FIG. 26 is a side view "f a third type of space frame using inclined posts and adjustable chords; and FIG. 27 is an isometric view of the space frame of FIG. 26.
DETAILED DESCRIPTION OF THE PREFERREDTMBODIMENTS Referring to FIG. 1, the space frame 10 has respective upper and lower grids 11, 12 with longitudinal and lateral chords 13, 14 connected to vertical no6a C'\ posts 15 at4moda connection points defining regular rectangular boxes.
Tension braces 16, indicated by dashed lines, interconnect the longitudinal chords 13 of one grid with the aligned longitudinal chords 13 of the other grid, while rigid braces 13 interconnect the lateral chords 14.
By selective adjustment of the tension braces
A,
w, WO 87/01150 PCT/A U86/00239 16, the frame 10 may be cambered or curved along the longitudinal "trusses".
As an alternative, the tension braces may be provided diagonally across the "boxes" as indicated by the solid lines 16a to produce a highly rigid frame. (If the tensior, braces 16 have a low tension, the frame 10 will be very ductile in the longitudinal direction while being very rigid in the lateral direction due to the rigid braces 17.) By incrcasing the tension in the tension braces 16, the frame will become more rigid in the longitudinal direction.
FIGS. 2 and 3 show triangular and hexagonal space frames 20, 30 respectively, where the tension braces 21, 31 lie within vertical planes interconnecting the posts 22, 32, while FIG. 4 shows a hexagonal space frame 40 where the tension braces 41 extend diagonal across the frame to connect diagonal!' opposed posts 42. In all these frames, the chords 23, 33, 43 in the upper and lower grids are vertically aligned.
FIG. 5 shows a space frame 50 where the posts 51 are inclined so that the lateral chords 52 of the upper grid are offset relative to the lateral chords 53 of the lower grid, the longitudinal chords 54 being aligned and the tension braces 55 lie along the longitudinal and lateral axes of the frame. This arrangement provides lateral restraint in the longitudinal directions of the frame.
The methods of connecting the chords to the posts will now be described., Referring to FIG 6, tubular stubs 60 are t welded to, and extend laterally from the vertical post 61, each stub 60 being arranged to be received in a respective chord 62, with aligned holes 63, 64 being provided to receive suitable fasteners (not shown) to WO 87/01150 PCT/AU86/00239 -6transfer the load from the chord to the stub in shear.
In FIG. 7, a block 70 is provided with the stubs 71.
FIG. 8 shows a post 30 wheze the stubs 81 are formed by a pair of tubes 82 extending through the post, while FIG. 9 shows a post 90 where a chord 91 extends through the post and receives and supports a chord 92 of reduced diameter. This arrangement is particularly suitable where different forces occur in the space frame. Alternatively, the posts 100 has a pair of sleeves 101 to receive chords 102 in one direction and a pair of stubs 103 to be inserted in the chords 102 in the other direction.
The stubs 110 (or sleeves) may be inclined to the posts 111 to receive the chords 112 at any suitable angle.
The post 120 in FIG. 2 has aligned pairs of slots 121, 122 to receive sleeve connectors 123 (or continuous chords) in an overlapping arrangment.
Alternatively, slots 130 may be provided adjacent the ends of the chords 131 to engage the side walls of the posts 132. In FIG. 14, the post 140 has slots 141 which receive the chords 142, which are locked by the engagement of the side walls of the slots 141 in slots 143 formed in the chords.
FIG, 15 shows the chords 150 received in holes in the posts 151 and locked by wedges 152 engaged in slots 153 in the chords.
In FIG. 16, the ends of the chords 160 abut the side walls of the post 161 and are secured thereto by threaded tension rods 162 which extend through the chords and are tensioned by nuts 163.
The embodiments described and illustrated are not exhaustive of the methods available to connect the chords to the posts in the space frames of FIGS. 1 to 5 4 1/ ^^ir 1 r WO 87/0115C PCT/AU86/00239 -7- Referring now to FIG. 17, a tension brace 170 has a U-shaped bracket 171 at each end, each bracket being connected to a respective stub 172 (or sleeve) and chord (not shown) adjacent the post 173 by a bolt fastener 173. The brackets of each brace 170 are connected by a tension rod 175 fitted with tensioning nuts 176. (As an alternative, short thread lengths of I tension rod 175 can be provided at each end of a tension cable not shown.) In FIG. 18, the tension brace 180 has substantially L-shaped brackets 181 which receive the ends of the tension rod 182, while in FIG. 19, the ends of the tension rods 190, forming the tension braces, are bent to enable connection directly to the stubs 191 (or chords) on the post 192, the tensioning being effected by the nuts 193.
As shown in FIGS. 20 and 20a, the tension braces 200 may also be connected to the posts 201 or be overlapped for connection to the stubs and chords 202 on the opposite sides of the posts.
FIG. 21 shows a tension brace 210 which comprises a pair of hollow tension tubes 211 internally threaded to receive a connecting rod 212 in the manner of a turnbuckle to provide the necessary tension.
In FIG. 1, rigid braces 17 were provided in the lateral direction of the frame. These may be replaced by rigid infill panels 220 (see PIG. 22) which may engage stubs 221 on the posts 222.,c\ FIG. 23 shows a modification of theA oda connection of FIG. 16 where washers 230 of neoprene (or other suitable elastomeric material) are interposed between the ends of the chords 231 and the post 232 to accommodate differences in tolerances in the chords.
Z "A'3 5 In all the preceding embodiments, the posts i I WO 87/01150 PCT/AU86/00239 -8interconnect the upper and lower grids in the space frames.
In the space frame 240 in FIG. 24, the chords 241 are of the type shown in FIGS. 16 or 23 and are connected tojgEdi blocks 242 the blocks 242 in the grid being connected to compressure/tension brackets 243 formed in the manner of the chords 231 in FIG. 23, being provided with the washers 230 and with tension rods extending through the braces. As the longitudinal and lateral chords of the upper grid are offset relative to the chords of the lower grid, a multiway triangulation is generated in the frame 240.
The space frame 260 shown in FIGS. 26 and 27 has fixed length posts 261 which are interconnected node.s to adjustable length chords 262 at the 4 4md"*, the ends of the post being angled in two directions to allow for the inclination of the posts 261 and of the truss 270 indicated by shading in FIG. 27. The chords 212 may comprise a pair of tubular lengths interconnected by a threaded rod in the manner of the tension braces 210 in FTG. 21.
In all the space frames, the chords may be sealed to the stub/sleeves or posts and water circulated therethrough to give the frames a fire rating.
During assembly the chords and braces are connected to the posts and the assembly may be effected at ground level before hoisting to the desired height. The tension braces may be tensioned on the ground or after raising the frame and may be tensioned to produce a camber in tho frames to oppose any loads e.g. due to thb weight of toof panels applied to the frames.
The potential applications for the space frame of the present invention are almost infinite, aided by the ability to curve the frames in one or
I
i 191( 1111111) *1Ilp~ WO 87/01t150 PCT/AU86/00239 two directions as desired.
The advantages of the space frames, even existing space frames, will be readily apparent to the skilled addressee, who will also appreciate that the present invention is not limited to the embodiments disclosed by way of illustrative examples only.
Claims (14)
1. An adjustable space frame including: an upper grid of chords intersecting at a plurality of modes and a lower grid of chords intersecting at a plurality of modes wherein: at least one of the modes in the upper grid is connected to at least one of the modes in the lower grid by a tension and/or compression brac4 or strut, the length of the brace or strut being adjustable to apply a curvature to the space frame and/or to vary the rigidity of the space frame.
2. A space frame according to Claim 1 wherein: the modes of the upper grid are connected to the modes of the lower grid by posts to which the chords are connected.
3. A space frame according to Claim 2 wherein: a pair of diagonal tension braces inter- connect the chords or modes on an adjacent pair of posts in the frame.
4. A space frame according to Claim 2 wherein: a pair of diagonal tension braces inter- connect the chords or modes of a diagonally opposed pair of posts in the frame.
A space frame according to any one of Claims 2 to 4 wherein: the longitudinal and/or lateral chords of one of the grids are offset relative to the corresponding chords of the other grid and the posts are inclined to the Vertical.
6. A space frame according to any one of Claims 1 to 5 wherein: the tension braces includes D- or L- shaped brackets attachable to the chords or posts, the brackets being interconnected by tension rods or cables.
7, A space frame according to any one of Claims 1 46 ri WO 87/01150 PCT/AU86/00239 -11- to 5 wherein: the tension braces include tension rods received in holes in the chords or posts and having nuts threaded on the ends of the rods to apply tension to the rods.
8. A space frame according to any one of Claims 1 to 5 wherein: the tension braces include a pair of rods or tubes connected to the chords or posts, the rods or tubes being interconnected by a turnbuckle or threaded rod.
9. A space frame according to any one of Claims 2 to 5 wherein: the chords are engaged with stubs or sleeves on the post, or in holes or slots in the post and are connected thereto by fasteners which apply the loads between the chords and the stubs, sleeves or posts by shear forces in the fasteners.
A space frame according to any one of Claims 2 to 8 wherein: the chords are connected to the posts by tension rods provided internally in the chords engageaf'1 with the posts.
11. A space frame according to Claim 10 wherein: elastomeric compression washers are inter- posed between the ends of the chords and the adjacent posts to accommodate variation in tolerances in the components of the space frame.
12. A space frame according to any one of Claims 1 to 11 wherein: the grids may be interconnected by rigid bPaces on infill panels in one direction, with the tension braces interconnecting the grids in a second direction.
13. An adjustable space frame including: an uppae grid of chords intersecting at a plurality of modes and a lower grid of chords inter- I .a gi-e 1 r I I 1; Y ~a~lii;. ararrrrrrr~ WO 87/01150 PCT/AU86/00239 -12- secting at a plurality of modes wherein: inclined posts or struts interconnect the modes of the grids and the longitudinal and/or lateral chords in the grids are adjustable in length to apply a curvature to the space frame and/or to vary the rigidity of the space frame.
14. A method for connecting the chords to a mode of a space frame including: a post at the mode; at least one stub extending from the post to engage a reepective chord in the space frame; and means to connect the chord to the stub. A method for connecting the chords to a mode of a space frame including: a post at the mode; at least one hole or slot in the post'to receive a respective chord in the space frame; and meaAs to connect the chord to the hole or slot in the post.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPH1984 | 1985-08-16 | ||
AUPH198485 | 1985-08-16 |
Publications (2)
Publication Number | Publication Date |
---|---|
AU6226886A AU6226886A (en) | 1987-03-10 |
AU593011B2 true AU593011B2 (en) | 1990-02-01 |
Family
ID=3771224
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AU62268/86A Ceased AU593011B2 (en) | 1985-08-16 | 1986-08-18 | Space frames |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0267914A4 (en) |
JP (1) | JPS63500877A (en) |
AU (1) | AU593011B2 (en) |
GB (1) | GB2199865B (en) |
WO (1) | WO1987001150A1 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2215752A (en) * | 1988-03-18 | 1989-09-27 | Pilecon Engineering Berhad | Space frame |
US4821480A (en) * | 1988-06-01 | 1989-04-18 | Butler Manufacturing Company | Adjustable sidewall connection for roof panel support joists |
FR2637930B1 (en) * | 1988-10-17 | 1993-02-12 | Viry Sa | PROCESS FOR PRODUCING A METAL STRUCTURE, PARTICULARLY FOR COVERING |
NO891037L (en) * | 1989-03-10 | 1990-09-11 | Bonde & Co A S Ingenioerene | Space frame. |
GB9816180D0 (en) | 1998-07-25 | 1998-09-23 | Kubik Leszek A | Space frames |
WO2016049478A1 (en) * | 2014-09-26 | 2016-03-31 | Stc.Unm | Bamboo pole connectors for building construction |
EP3887613A4 (en) * | 2018-11-28 | 2022-08-10 | President And Fellows Of Harvard College | Structural design principles for diagonal bracings in truss and beam support systems |
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GB2065820A (en) * | 1979-11-26 | 1981-07-01 | Design Research Marketing Pty | Nodal joint for space frames |
EP0034078A1 (en) * | 1980-02-06 | 1981-08-19 | Alfred Jean Schaff | Multidirectional connecting system for structures |
EP0126657A2 (en) * | 1983-03-25 | 1984-11-28 | Philippe Andre Pierre Meyer | Quick and reversible assembly systems constituted by various prefabricated building elements |
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FR2040568A5 (en) * | 1969-04-03 | 1971-01-22 | Mills Echafaudages Tubul | |
IT968063B (en) * | 1972-10-13 | 1974-03-20 | Paola Bartolini In Mones | AHU WITH DET TA BEAM PRE-STRESSED METAL BEAM SPACER AND COVERING METAL BEAM PRESERVED SPA TIAL AND COVERING OBTAINED WITH DET TA BEAM |
US4288947A (en) * | 1978-08-28 | 1981-09-15 | Huang Yen T | Modular inflatable dome structure |
AU7368681A (en) * | 1980-08-06 | 1982-02-11 | Lobert, M. | Space frame connector |
EP0046030B1 (en) * | 1980-08-07 | 1984-06-13 | Colin John Stewart Stephenson | A framework structure |
IT1209778B (en) * | 1980-12-03 | 1989-08-30 | Ventrella Ettore | MODULAR CONSTRUCTION SYSTEM COMPOSED OF JOINTS AND RODS FOR SPACE RETICULAR STRUCTURES |
EP0067251A1 (en) * | 1981-06-08 | 1982-12-22 | Space Decks Limited | Modular space frame and modular units therefor |
IT1221109B (en) * | 1981-10-21 | 1990-06-21 | Alfonso Vocca | JOINTING DEVICE PARTICULARLY FOR COVER GRILLS AND SEISMIC CUBIC SYSTEMS |
GB2116248B (en) * | 1982-02-01 | 1985-10-09 | Angus John Duncan Brown | Connector for tubular bars and attachment members in a space framework |
IT1191005B (en) * | 1982-09-16 | 1988-02-24 | Ingegneria Siderurgica Srl | SPACE RETICULAR STRUCTURE THE AUCTIONS OF WHICH ARE RESTREATED TO THE ENDS |
AU572478B2 (en) * | 1982-12-09 | 1988-05-12 | Geodome Space Frames Pty. Ltd. | Space frame structure |
AT379190B (en) * | 1983-10-10 | 1985-11-25 | Conprojekt Handelsvertretung U | NODE CONNECTION FOR RODWORKS AND RODWORK WITH SUCH NODE CONNECTIONS |
-
1986
- 1986-08-18 AU AU62268/86A patent/AU593011B2/en not_active Ceased
- 1986-08-18 GB GB8803500A patent/GB2199865B/en not_active Expired
- 1986-08-18 JP JP61504520A patent/JPS63500877A/en active Pending
- 1986-08-18 WO PCT/AU1986/000239 patent/WO1987001150A1/en not_active Application Discontinuation
- 1986-08-18 EP EP19860905150 patent/EP0267914A4/en not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2065820A (en) * | 1979-11-26 | 1981-07-01 | Design Research Marketing Pty | Nodal joint for space frames |
EP0034078A1 (en) * | 1980-02-06 | 1981-08-19 | Alfred Jean Schaff | Multidirectional connecting system for structures |
EP0126657A2 (en) * | 1983-03-25 | 1984-11-28 | Philippe Andre Pierre Meyer | Quick and reversible assembly systems constituted by various prefabricated building elements |
Also Published As
Publication number | Publication date |
---|---|
GB2199865A (en) | 1988-07-20 |
GB8803500D0 (en) | 1988-04-07 |
WO1987001150A1 (en) | 1987-02-26 |
GB2199865B (en) | 1989-09-06 |
JPS63500877A (en) | 1988-03-31 |
EP0267914A1 (en) | 1988-05-25 |
EP0267914A4 (en) | 1989-01-24 |
AU6226886A (en) | 1987-03-10 |
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