GB2066871A - Modular space frame - Google Patents

Modular space frame Download PDF

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Publication number
GB2066871A
GB2066871A GB8034613A GB8034613A GB2066871A GB 2066871 A GB2066871 A GB 2066871A GB 8034613 A GB8034613 A GB 8034613A GB 8034613 A GB8034613 A GB 8034613A GB 2066871 A GB2066871 A GB 2066871A
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Prior art keywords
chord
units
unit
frame
connection means
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Granted
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GB8034613A
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GB2066871B (en
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SPACE DECKS Ltd
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SPACE DECKS Ltd
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Priority to GB8034613A priority Critical patent/GB2066871B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1924Struts specially adapted therefor
    • E04B2001/1927Struts specially adapted therefor of essentially circular cross section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1924Struts specially adapted therefor
    • E04B2001/1933Struts specially adapted therefor of polygonal, e.g. square, cross section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1981Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
    • E04B2001/1984Three-dimensional framework structures characterised by the grid type of the outer planes of the framework rectangular, e.g. square, grid
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1993Details of framework supporting structure, e.g. posts or walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A modular space frame is disclosed which is made up of planar units, (Figure 3). Each unit has an upper chord 7 attached via a post 9 to a tie bar interconnection member which may be a boss 10 or a lower chord, and a brace 8 or braces 8 connected to an end or ends of said chord 7 and to the other end of said posts, connection means are provided at the said end or both ends of said chord and at the end of said post which is attached to said upper chord. One unit has two other units connected one across each end of its upper chord and two further units connected by their ends to radiate from the chord at its mid-point where the post is attached. The tie bar interconnection members are connected by tie bars which extend in a grid similar to that of the chords but disposed in register below the chords. <IMAGE>

Description

SPECIFICATION Modular space frame and modular units therefor The present invention relates to a modular space frame, that is to say a three dimensional structure, such as is suitable for use in the building industry, constructed of modular units.
A prior space frame constructed of modular units is described in my Patent Specification No.
1,464,777. This frame is based on the use of a modular pyramid unit comprising three or more struts extending from an apex. Generally the struts are inter-connected at their ends remote from the apex by a planar polygonal frame. The space frame is constructed by joining together a plurality of pyramid units along the sides of their polygonal frames so that the polygonal frames form a deck.
The pyramid units are so arranged that all the struts extend to the under-side of the deck. The space frame is completed by inter-connecting the apices of the pyramids with tie bars.
Such a space frame suffers from two disadvantages. Firstly the modular pyramid units are three dimensional units which renders their transport from factory to site awkward and inefficient. This limits the size of the pyramid units and makes the structure uneconomical. Secondly the apices are positioned centrally with respect to their polygonal frames. Consequently the sides of the base frames and the tie bars are not in register above each other but constitute offset grids. This can restrict the size and positioning of apertures extending through the space frame, such as skylight, where the space frame is being used to support a roof.
I have now realised that a space frame may be constructed from vertically disposed planar modular units, thereby overcoming the above noted disadvantages. Typically the modular units will be in an arrangement wherein a) their so called "deck edges" form a square grid deck with tie bars forming a second grid below and in register the grid formed by the deck edges; b) each unit is connected to two other units extending laterally from its mid-point, one on each side; and c) each unit is connected to two further units, one extending across each end thereof.
Addition of the next four units extending laterally from the mid-points of the other units defines four squares of the grid - the sides of the squares being half the length of the units. Of course, the units need not all be of the same length, thus a rectangular grid may be made up of units of one length oriented in one direction and units of another length oriented at right angles. Further, the units need not be arranged at right angles; the units may be arranged into rhombic or parrallelogram grid space frames. Such a space frame may be referred to as a "planar modular unit quadilateral space frame".
According to one aspect of the invention there is provided a planar modular unit for a quadrilateral space frame comprising an elongate deck-edge chord, a post attached perpendicularly at one end thereof to the said chord, a tie bar interconnection member attached to the other end of the said post, at least one brace attachedly extending from an end of the said chord remote from the said post to the other end of the said post or to the said tie bar interconnection member, end connection means at the said one end or both ends of the said chord and side connection means on the said chord adjacent the said one end of the said post, the said side connection means and the said end connection means being complementary whereby one or two other such units can be connected via its or their end connection means to the said chord on one or both sides thereof respectively, the said tie bar interconnection member being adapted for interconnection by tie bars with the tie bar interconnection members of such other unit or units and of any other such unit connected to the said end connection means, such tie bars extending in register with the said chord and the chords of such other units connected to the said chord.
The planar modular unit may be a half unit, having its post attached to its chord at one end of the chord and having a single brace, for use at the end of a space frame comprised mainly of main frame units of twice the length of the half frame units. Such a main frame unit has its post attached to its chord at the mid-point of the chord and has a pair of braces, one extending from one end of the chord to the other end of the post or the tie bar interconnection member and the other extending from the other end of the chord to the other end of the post or the tie bar interconnection member.
In place of the main frame units; extended frame units may be employed. Such a unit has its elongate tie bar interconnection member in the form of an elongate second chord arranged parallel to its deck-edge chord, has its post attached to the deckedge chord and the second chord intermediate their respective ends, has a pair of braces, one extending from one end of the deck-edge chord to the corresponding end of the second chord and the other extending from the other end of the deck-edge chord to the other end of the second chord and has further braces triangulating the unit between the ends of the second chord and one of the ends of the post.
The extended frame units may be double frame units. Such a unit has its deck-edge chord substantially twice the length of its second chord, has its post attached to the two chords at their mid-points and has two further braces, one extending from one end of the second chord to the mid-point of the deck-edge chord and the other extending from the other end of the second chord to the mid-point of the deck-edge chord. Double frame units may be used in conjunction with main frame units, in which case they are twice the length of the main frame units.
According to another aspect of the invention there is provided a planar modular unit quadrilateral space frame comprised of a plurality of main frame units or extended frame units and a plurality of tie bars, the units being arranged in a space frame with their deck-edge chords forming a regular-quadrilateral grid deck and their tie bar interconnection members all on one side of the deck where they are interconnected by the tie bars, the arrangement including at least one unit connected by its end connection means to two other units via their side connection means and by its side connection means to two further units via their end connection means and the tie bar interconnection member of the said at least one unit being connected to the tie bar interconnection members of the other and the further units by tie bars forming a regular-quadilateral grid in register with that of the deck-edge chords. The said at least one, two other and two further units are referred to hereinafter as the "basic five" units.
A space frame having the basic five and a number more units alone has an irregular end. The frame can be given a regular end by use of half frame units.
In such a space frame, an end is defined by a plurality of aligned main frame, double frame or other extended frame units which are connected to the rest of the frame on one side via their side connection means; one half frame unit is connected between each adjacent pair of the said units forming the end of the frame via the end connection means of the said units and the side connection means of the half frame unit, the end connection means of each half frame member being connected to the side connection means of a unit identical to the said end units in a line adjacent the end of the frame.
At a corner between to two adjoining ends of the space frame, the corner is formed between an end one of the said end units of one end of the frame and a half frame unit forming the end of the said end units of the other end of the frame, the said half frame unit being connected by its side connection means to the said end one of the said end units and by its end connection means to the end connection means of the adjacent end unit of the other end of the frame with a half frame unit extending to the adjacent line of units connected therebetween.
In general, in a space frame certain members are more highly loaded than others. If a member becomes critically loaded, that is loaded to a load at which itfails, and it is in compression, the member can be expected to fail in a brittle manner. Then the member will cease to be effective in bearing any load in the space frame. The total load previously borne by the failed member will be redistributed to other members. This can result in further compression loaded members becoming critically loaded and failing brittlywhereupon the entire space frame may collapse.
If a tension loaded member becomes critically loaded, the member can be expected to fail in a plastic manner Then the member will continue to be load bearing whilst undergoing appreciable elongation. During this elongation, that proportion of the failed member's load bearing capacity which it can no longer carry will be redistributed to other members. This redistributed load is only a small proportion of the failed member's total load bearing capacity and should not result in further members becoming critically loaded and failing, thus collapse of the entire space frame should be avoided.
A planar modular unit according to the invention preferably includes a load limiting device in the deck-edge chord for limiting the compression load therein to a value below the member's critical compression load, the load limiting device being such as to fail plastically at this value of load.
Preferably the load limiting device comprises an externally screw-threaded plug threadedly engaged in an internally screw-threaded socket, one of the plug-and-socket being attached to the chord and the other to the end connection means with the screw thread of the plug-and-socket being axially aligned with the direction of compression load application to the chord from the end connection means, the screw thread being plastically deformable for load limiting by thread shear.
It is envisaged that the thread shear may occur in the plug or the socket or both. This can be controlled by the relative hardness of the plug and the socket and the tooth form adopted. Whilst the plug could be attached to the chord or the socket could be in an extension of the chord, it is preferred that the socket be attached inside the end of the chord. This is particularly convenient where the chord is hollow.
Preferably the plug is attached to an abutment plate which constitutes the end connection means and bears against the side connection means of another unit to receive the compression load. Normally a gap will be provided between the abutment plate and the socket. The gap diminishes as the thread shears. Ultimately if the redistribution of load is insufficient to relieve the load on the chord to below the predetermined value, the abutment plate will come into contact with the socket at the end of the chord giving solid abutment with the chord.
A soft sealing washer is preferably provided between the abutment plate and the socket.
The planar modular unit quadrilateral space frame of the invention may include frame units having load limiting devices at the ends of their chords. However, a space frame made up of such frame units need not include any with load limiting devices if the chords are unlikely to be critically loaded. In a more heavily loaded space frame the devices need only be included in the most heavily loaded frame units, i.e.
the central frame units of a peripherally supported space frame.
To help understanding of the invention various specific embodiments thereof will not be described with reference to the accompanying drawings in which: Figure 1 is a perspective diagrammatic view of a portion of a planar modular unit quadrilateral space; frame of the invention; Figure 2 is a diagrammatic plan view of the frame of Figure 1; Figure 3 is a diagrammatic cross-section on the line Ill-Ill of Figure 2; Figure 4 is a side view of a main frame unit of the invention in its installed orientation; Figure 5 is a similar view to Figure 4 of a half frame unit; Figure 6 is a scrap view of a typical tie bar interconnection member of a frame unit; Figure 7 is a scrap side view showing connection details of the chords of three main frame units; Figure 8 is a plan view of the details of Figure 7; ; Figure 9 is a perspective diagrammatic view of a portion of planar modular unit quadrilateral space frame constructed with main frame units and double frame units; Figure 70 is a view similarto the Figure 9 of a space frame constructed with double frame units; Figure 11 is a plan cross-sectional view of a load limiting device at the end of a chord of a modular frame unit; Figure 12 is a cross-section on the line X-X of Figure 11; and Figure 13 is a view similar to Figure 11 of another load limiting device.
The space frame portion shown in Figure 1 is the bottom left hand portion of Figure 2. Main frame units 1 shown in Figure 1 include five basic units la, lb ic, 1 d, 1 e which are shown cross-hatched for clarity. Half frame units 2 are shown in Figure 1 in bold lines whilst the other main frame units are merely shown in out-line. The support column 3 at the bottom left hand corner 4 of Figure 2 is omitted from Figure 1.
The first main frame unit 1 a of the basic five units has two other main frame units ib, ic connected to it and extending at right angles from it on either side at its mid-point, details of the connection between the units are explained below. Two further main frame units id, 1 e extend at right angles across either end of the first main frame unit la which is connected to the further units at their mid-points. Another main frame ifis connected across the end of unit 1b opposite from unit is. Units ie and 1 fextend in the left hand and bottom (in Figure 2) ends ofthe space frame.Half frame unit 2a extends from the end of the unit 1 fat the corner 4 to the unit 1 e, whilst a second half frame unit 2b extends in from the junction of units 2a and 1 e to the mid-point of unit lb. Similarly half frame units 2c, 2d extend in from the ends of the space frame at the ends of the units le, If remote from the corner 4. The space frame can be seen to be completed by more main frame units connected in like manner with half frame units as appropriate at the ends.
From Figure 3, each of the main frame units can be seen to consist of an upper, deck-edge, chord 7.
Such chords are the edges of the units which form the deck of the space frame in a square grid -the sides of the squares being one half the length of the chords. In the space frame of Figure 2, which is supported peripherally by the eight support columns 3 the chords, being upper-most, are in compression.
Each main frame has a pair of equal length braces 8 extending down to an apex from the ends of the chord. A post 9 extends down from the mid-point of the chord also to the apex. At the apex, a tie bar interconnection boss 10 is provided from which four tie bars 11 radiate to the bosses of adjacent frame units. Two tie bars radiate in line with the chord of the first unit in question one in one direction and one in the other. The other two tie bars radiate in line with the other two units connected to the mid-point of the first unit. Thus the tie bars form a square grid in line with that formed by the chords as may be seen in Figure 1 where the tie bars are shown as chain dotted lines; that is to say the grid formed by the chords and the grids formed by the tie bars are in register.
Figure 4 shows one main frame unit in greater detail. The chord 7 is of square section steel tube having plates 12 welded across its ends; these plates constitute end connection means. Each plate extends laterally on either side of the chord to accommodate bolt holes through which connection bolts 13 can connect the unit to the next two units as shown in Figures 7 and 8, with the plate abutting against the side of the first of these midway along its length. At this position each main frame unit is provided with welded in sleeves 14 for reinforcement where the bolts 13 pass through, the sleeves constitute side connection means.
Below and between the sleeves, the solid steel post 9 is welded to the chord 7. To the foot of the post is welded the boss 10, which as shown is a boss or junction similar to that described and claimed in my Patent No. 1,464,777. The boss has four studs 15 to which the tie bars are connected by connectors 16.
Two of the studs radiate oppositely from the boss in line with the chord and two radiate oppositely at right angles to the chord. Immediately above the first two studs, oblique flats 17 are provided on the boss.
The two opposite solid steel diagonal braces 8 are welded to the flats 17 and extend diagonally upto the ends of the chord where they are welded to its underside in corners formed by lower extensions of the abutment plates 12.
Figure 5 shows one half frame unit which is identical to the main frame unit of Figure 4 save that a) its chord terminates at one end adjacent the upper end of the post, this end being plated with a plate similar to plates 10, b) it has only one diagonal brace, and c) it may have only three studs.
Figure 6 shows one manner of providing support for a frame unit via a plate 18 welded by cruciform fillets 19 underneath the boss 10.
Figures 9 and 10 show space frames utilizing alternative extended frame units 30. As shown these are double the length of the main frame units and as such are known as double frame units. Even longer frame units could be used with additional triangulation braces. Such longer frame units could have posts evenly spaced along their length to produce a space frame having a grid size less than half the length of the units or a single post to provide a space frame similar to that shown in Figure 10. The double frames have an elongate tie bar interconnection member in the form of a rectangular tubular steel lower chord 31. At the lower end of the post the lower chord has screwed studs welded in and extending through laterally for connection of the laterally extending tie bars. At the end of the lower chord further screwed studs are welded for connection of axially extending tie bars.
Main frame units are used in conjunction with double frame units in the Figure 9 space frame to produce a rectangular grid. The main frame units extend in one direction in the grid whilst double frame units extend in the other. in Figure 10, double frame units extend in both directions. This figure clearly shows an advantage of double frame units, namely that at any post tie bar connection is simplified with only two tie bars 11 requiring connection.
The load limiting device shown in Figures 11 and 12 has a screw-threaded plug 20 welded to an abutment plate 12. The plug is screwed into a threaded socket 21 received in the end of the chord 7 where it is welded in position via a flange 22. A plug 23 at the inner end of the socket seals the chord. A soft washer 24 seals the device.
In Figures 1 and 2, X marks the position of load limiting devices at the end of various chords in the most highly loaded frame units. These units are those at the centre of the space frame. Due to build up of tolerances it is possible for one of the chords having a load limiting device to be carrying substantially more compression load than others. Should this chord become critically loaded its load limiting device will yield plastically by thread shear redistributing load to other frame units. Subsequently the frame unit having the failed device should be replaced to bring the space frame back to design strength.
As shown those chords equipped have load limiting devices at both ends. Alternatively the devices could be provided at one end only.
Figure 13 shows an alternatively load limiting device wherein a proving ring 25 is provided between a diaphragm plate 26 in the chord and a boss 27 on the plug 20. Once the thread has deformed plastically, the boss loads the proving ring to enable the device to carry a total load in excess of the plastic deformation load. A buffer 28 of soft material between the ring and the boss loads the ring progressively. The buffer may be of expanded polystyrene or foam rubber four instance.
The invention is not intended to be restricted to the details of the above described embodiment. In particular diagonal members may be fitted between selected upper cord connectsion to stabilize the assembled frame. Further, other sections than rectangular steel tubes for the chords and solid steel bars for the posts and braces may be ued. For instance, where appropriate rolled steel sections may be used. Also, for main frame units and half frame units, the tie bar interconnecting solid boss 10 may be replaced by a fabricated arrangement.

Claims (24)

1. A planar modular unit for a quadrilateral space frame comprising an elongate deck-edge chord, a post attached perpendicularly at one end thereof to the said chord, a tie bar interconnection member attached to the other end of the said post, at least one brace attachedly extending from an end of the said chord remote from the said post to the other end of the said post orto the said tie bar interconnection member, end connection means at the said one end or both ends of the said chord and side connection means on the said chord adjacent the said one end of the said post, the said side connection means and the said end connection means being complementary whereby one or two other such units can be connected via its or their end connection means to the said chord on one or both sides thereof respectively, the said tie bar interconnection member being adapted for interconnection by tie bars with the tie bar interconnection members of such other unit or units and of any other such unit connected to the said end connection means, such tie bars extending in register with the said chord and the chords of such other units connected to the said chord.
2. A planar modular unit as claimed in Claim 1 wherein the unit is a half frame unit having its post attached to its chord at one end of the chord and having a single brace.
3. A planar modular unit as claimed in Claim 1 wherein the unit is a main frame unit having its post attached to its chord at the mid-point of the chord and having a pair of braces, one extending from one end of the chord to the other end of the post or the tie bar interconnection member and the other extending from the other end of the chord to the other end of the post or the tie bar interconnection member.
4. A planar modular unit as claimed in Claim 1, wherein the unit is an extended frame unit having its elongate tie bar interconnection member in the form of an elongate second chord arranged parallel to its deck-edge chord, having its post attached to the deck-edge chord and the second chord intermediate their respective ends, having a pair of braces, one extending from one end of the deck edge chord to the corresponding end of the second chord and the other extending from the other end of the deck-edge chord to the other end of the second chord and having further braces triangulating the unit between the ends of the second chord and one of the ends of the post.
5. A planar modular unit as claimed in Claim 4 wherein the extended frame unit is a double frame unit having its deck-edge chord substantially twice the length of its second chord, having its post attached to the two chords at their mid-points and having two further braces, one extending from one end of the second chord to the mid-point of the deck-edge chord and the other extending from the other end of the second chord to the mid-point of the deck-edge chord.
6. A planar modular unit as claimed in Claim 2, Claim 3 or Claim 4 wherein the deck-edge chord is a rectangular-section steel tube, the post and brace or braces are solid steel bars, the end connection means comprises a steel plate welded across the end or ends of the chord, the steel plate having bolt holes, and the side connection means comprising sleeves welded between the side walls of the chord tube and positioned complementarily to the bolt holes.
7. A planar modular unit as claimed in Claim 6 as appendant to Claim 2 or Claim 3 wherein the tie bar interconnection member comprises a solid steel boss to which the post and the brace or braces are welded and screwed studs welded to the boss for screwed connection to the tie bars.
8. A planar modular unit as claimed in Claim 6 as appendantto Claim 4 or Claim 5 wherein the tie bar interconnection member comprises a rectangular section steel tube constituting the second chord, to which the post, the braces and further braces are welded, a screwed stud welded to each end of the second chord and a screwed stud extending laterally through the second chord adjacent the post.
9. A planar modular unit as claimed in any preceding claim, including a load limiting device in the deck-edge chord for limiting the compression load therein to a value below the member's critical compression load, the load limiting device being such as to fail plastically at this value of load.
10. A planar modular unit as claimed in Claim 9 wherein the load limiting device is positioned at an end of the deck-edge chord between the cord and end connection means at the said end.
11. A planar modular unit as claimed in Claim 10 wherein the load limiting device comprises an externally screw-threaded plug threadedly engaged in an internally screw-threaded socket, one of the plug-and-socket being attached to the chord and the other to the end connection means with the screw thread of the plug-and-socket being axially aligned with the direction of compression load application to the chord from the end connection means, the screw thread being plastically deformable for load limiting by thread shear.
12. A planar modular unit as claimed in Claim 11 wherein the chord is hollow and the load limiting plug-and-socket are arranged in the end of the chord with the socket attached to the chord.
13. A planar modular unit as claimed in Claim 12 wherein the end connection means includes an abutment plate attached to the outer end of the plug with a gap between the plate and the end of the chord, the arrangement being such that the gap diminishes and ultimately the plate comes into solid abutment with the chord upon complete plastic deformation of the load limiting device.
14. A planar modular unit as claimed in Claim 13 including a soft sealing washer between the abutment plate and the socket.
15. A planar modular unit as claimed in any one of Claims 11 to 14 wherein the load limiting device includes a spring arranged to be compressed when the screw thread has plastically deformed to a certain extent.
16. A planar modular unit as claimed in Claim 15 as appendant to any one of Claims 12 to 14 wherein the spring is a proving ring arranged to be loaded by the plug when it has deflected to the certain extent.
17. A planar modular unit as claimed Claim 15 including a buffer interposed between the plug and the proving ring.
18. A planar modular unit quadrilateral space frame comprising a plurality of planar modular units as claimed in Claim 3, Claim 4 or Claim 5 or any one of Claims 6 to 17 when appendant to Claim 3, Claim 4 or Claim 5 and a plurality of tie bars, the units being arranged in a space frame with their deck-edge chords forming a regular-quadrilateral grid deck and their tie bar interconnection members all on one side of the deck where they are interconnected by the tie bars, the arrangement including at least one unit connected by its end connection means to two other units via their side connection means and by its side connection means to two further units via their end connection means and the tie bar interconnection member of the said at least one unit being connected to the tie bar interconnection members of the other and the further units by tie bars forming a regularquadrilateral grid in register with that of the deckedge chords.
19. A space frame as claimed in Claim 18 wherein the said planar modular units are identical.
20. A space frame as claimed in Claim 18 where in the said planar modular units extending in one direction in the grid are longer than the planar modular units extending in the other direction in the grid.
21. A space frame as claimed in Claim 18, Claim 19 or Claim 20 including half frame units as claimed in Claim 2, the space frame having an end defined by a plurality of aligned main frames, double frame or other extended frame units which are connected to the rest of the frame on one side via their side connection means, one half frame units being connected between each adjacent pair of the said units forming the end of the frame via the end connection means of the said units and the side connection means of the half frame unit, the end connection means of each half frame unit being connected to the side connection means of a unit identical to the said end units in a line adjacent the end of the frame.
22. A space frame as claimed in Claim 21 having a corner between two adjoining ends of the frame, the corner being formed between an end one of the said end units of one end of the frame and a half frame unit forming the end of the said end units of the other end of the frame, the said half frame unit being connected by its side connection means to the said end one of the said end units and by its end connection means to the end connection means of the adjacent end unit of the other end of the frame with a half frame unit of Claim 21 connected therebetween.
23. A planar modular unit for a quadrilateral space frame substantially as hereinbefore described with reference to Figures 4,7 & 8 or Figure 5 or Figure6 or Figures 11 & 12 or Figure 13 ofthe accompanying drawings.
24. A planar modular unit quadrilateral space frame substantially as hereinbefore described with reference to Figures 1,2 & 3 or Figure 9 or Figure 10 of the accompanying drawings.
GB8034613A 1979-11-08 1980-10-28 Modular space frame Expired GB2066871B (en)

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GB7938743 1979-11-08
GB8034613A GB2066871B (en) 1979-11-08 1980-10-28 Modular space frame

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GB2066871A true GB2066871A (en) 1981-07-15
GB2066871B GB2066871B (en) 1983-05-25

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2536775A1 (en) * 1982-11-29 1984-06-01 Monge Lycee Tech Etat Metal modular structure for a framework.
DE3318212A1 (en) * 1983-05-19 1984-11-22 Herbert 4400 Münster An Haack Method for manufacturing roof and floor supporting frameworks from prefabricated components and a beam system for carrying out this method
DE3902290A1 (en) * 1989-01-26 1990-08-09 Doering Erich Fair stand for exhibiting structural elements, in particular doors
CN103147509A (en) * 2013-04-10 2013-06-12 北京市建筑工程设计有限责任公司 Fully-enclosed assembled string structural system and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2536775A1 (en) * 1982-11-29 1984-06-01 Monge Lycee Tech Etat Metal modular structure for a framework.
DE3318212A1 (en) * 1983-05-19 1984-11-22 Herbert 4400 Münster An Haack Method for manufacturing roof and floor supporting frameworks from prefabricated components and a beam system for carrying out this method
DE3902290A1 (en) * 1989-01-26 1990-08-09 Doering Erich Fair stand for exhibiting structural elements, in particular doors
CN103147509A (en) * 2013-04-10 2013-06-12 北京市建筑工程设计有限责任公司 Fully-enclosed assembled string structural system and construction method thereof

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