GB2215752A - Space frame - Google Patents
Space frame Download PDFInfo
- Publication number
- GB2215752A GB2215752A GB8806469A GB8806469A GB2215752A GB 2215752 A GB2215752 A GB 2215752A GB 8806469 A GB8806469 A GB 8806469A GB 8806469 A GB8806469 A GB 8806469A GB 2215752 A GB2215752 A GB 2215752A
- Authority
- GB
- United Kingdom
- Prior art keywords
- group
- grid
- elongate members
- framework according
- nodes
- 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.)
- Withdrawn
Links
- 239000000463 material Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010421 standard material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
- E04B1/5843—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with ends provided with protuberances
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B2001/1918—Connecting nodes specially adapted therefor with connecting nodes having flat radial connecting surfaces
-
- 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
- E04B2001/193—Struts specially adapted therefor of essentially circular cross section with flattened connecting parts, e.g. ends
-
- 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
- E04B2001/1981—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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
A space frame comprises an upper grid of a first group of parallel members A and a second group of parallel members B, a lower grid of a third group of parallel members and a fourth group of parallel members, and oblique, intermediate members E with flattened ends H and extending among the nodes of the upper and lower grid. At each node is a connecting device comprised of a connector G in the form of two channels opening away from each other and perpendicular to each other, and nuts-and-bolts I and J attaching the connector respectively to the member A and to the member B and the flattened ends H of the members E. The flattened ends H can be either adjacent and superimposed figure 3A, or adjacent and non-superimposed (see fig 4A). <IMAGE>
Description
"A FRAMEWORK"
This invention relates to a framework, in particular a space frame for use in the construction industry.
Space frames exist in many forms where large column-free spaces are desired, the most favoured system being a flat framework consisting of upper and lower grids of elongate members connected by diagonal struts/ties, forming a series of interconnecting square-based pyramids.
According to the present invention, there is provided a framework, comprising
a first grid of a first group of elongate members extending substantially parallelly to each other and transversely to a second group of elongate members extending substantially parallelly to each other
a second grid of a third group of elongate members extending substantially parallelly to each other and transversely to a fourth group of elongate members extending substantially parallelly to each other, said second grid being spaced from and substantially parallel to said first grid
intermediate elongate members extending from nodes of said second grid to nodes of said first grid and
connecting means fixedly connecting together the elongate members of the first and second grids and the intermediate elongate members
characterized in that at said nodes of said first grid, said first group overlies said second group and, at said nodes of said second grid, said third group overlies said fourth group and in that said connecting means comprises, at said nodes of said first grid and said nodes of said second grid, respective connecting devices each of which interconnects those elongate members present at its associated node.
In order that the invention may be clearly understood and readily carried into effect reference will now be made, by way of example, to the accompanying drawings in which:
Figure 1 shows a diagrammatic plan view of a space frame for use in the construction industry,
Figure 2 shows a diagrammatic side elevation of the space frame,
Figure 3A shows a side elevation of a node of an upper grid of the space frame,
Figure 3B shows a section taken roughly on the line III-III of Figure 3A,
Figure 4A shows a side elevation of a modified version of the node,
Figure 4B shows a section taken roughly on the line IV-IV of Figure 4A,
Figure SA shows a side elevation of an end of an intermediate strut in a non-bent form,
Figure 5B shows a front elevation of that end, in chain lines in a non-bent form and in full lines in a bent form for use in the node shown in Figures 3A and 3B,
Figure 6A shows a fragmentary side elevation of a modified version of the intermediate strut in a nonbent form,
Figure 6B shows a section taken on line VI-VI of
Figure 6A through that version in that non-bent form,
Figure 6C shows a similar section through that version in a bent form for use in the node shown in
Figures 4A and 4B,
Figure 7 shows a top plan view of the node shown in Figures 3A and 3B,
Figure 8 shows a top plan view of the node shown in Figures 4A and 4B,
Figure 9A shows a perspective view of a connector of the node of Figure 7,
Figure 9B shows a developed view of that connector, and
Figure 10 shows a developed view of a connector of the node of Figure 8.
Referring to Figures 1 and 2, the space frame includes an upper grid comprised of an upper group of horizontal, elongate members A parallel to each other and a lower group of horizontal elongate members B parallel to each other and perpendicular to the upper group A, and a lower grid comprised of an upper group of horizontal elongate members C parallel to each other and a lower group of horizontal, elongate members D parallel to each other and perpendicular to the upper group C. Nodes F of the upper grid are connected to nodes F of the lower grid by way of diagonal, intermediate, elongate members E which in most constructional applications would act as struts but in some applications would act as ties.
At each node is a connecting device which can be of the form shown in Figures 3A and 3B, in which it consists of a connector G and two nuts - and - bolts I and J.
To make the connector G, a cruciform plate shown in Figure 9B is stamped out of sheet steel, with four holes G' for receiving the nuts - and bolts I and J and with two opposite ends G" of arcuate form. The limbs of the plate are then bent through right - angles to form the connector G shown in Figure 9A, having two channels opening away from each other and perpendicular to each other.
In addition to the connecting device, the node shown in Figures 3A and 3B includes four ends H of four members E present at the node. Each member E consists of a metal tube with each of its ends H flattened as shown in Figures 5A and SB. The flattened end is of a spade form with a central hole H' for receiving a nut
and - bolt J and its innermost boundary H" is arcuate, concentric with the hole H', and of slightly greater radius than that of the ends G". The flattened end has three outer edges H"' of which two are parallel to the axis of the member E and the third is perpendicular thereto. As shown in Figure SB, the end H can be bent through an angle. This angle is such that the end H is vertical in the space frame.
In the node shown in Figures 3A and 3B the ends H are adjacent to and superimposed one upon another in two pairs at respective opposite sides of the member B, the members A and B are of timber, and the connector G and its nuts - and - bolts I and J are sized to give sufficient tolerance for variations in the dimensions of the timber members.
Alternatively, the connecting device can be of the form shown in Figures 4A and 4B wherein the ends H are adjacent to, but not superimposed upon, one another in two pairs at the respective opposite sides of the member B, which consists of rectangular steel tube, as does each member A. The connector G is again formed from a cruciform plate shown in Figure 10, but includes two limbs G"' t of a widened form and each provided with a pair of holes G'. These latter holes serve to receive two horizontal parallel nuts - and - bolts J.
As shown in Figures 6A to 6C, the flattened ends H of the members E have straight innermost boundaries H".
The boundaries are horizontal in the space frame.
At each node the member A or C overlies the member
B or D, and the end of each member E is interposed between the node connector G and the member B or C.
Preferably, the members A to D are square or oblong rectangular timber sections or square or oblong rectangular steel tube sections; however, any other suitable structural sections may be used.
The space frame system described with reference to the drawings has the following advantages:1) Substantially any desired arrangement of the
members can be achieved allowing infinitely
varying combinations of grids and space frame
depths.
2) Varying member strengths can be employed, to allow
the most economic use of material.
3) Readily available standard materials requiring
little or no further manufacture can be employed.
4) Any manufactured items can be simple to make using
low cost, low energy production equipment and
unskilled labour.
5) The space frame can be cheaply assembled with
unskilled labour.
6) It can be economical to protect from decay or
corrosion.
7) It is capable of being made of a variety of
materials to take advantage of the most cost
effective materials available.
8) The use of individual fasteners in the horizontal
plane allows the space frame to be erected on a
ground slab without blocking up clear of the slab
for accessing fastener holes.
9) The connection of the members E to the inner
members B and C of the grids allows erection of
the outer members A and D independently of the
members E, simplifying erection by reducing the
number of members needing to be connected at one
time.
10) Use of solid or closed section members allows
direct connection of roofing materials to the top
grid, so removing the need for a separate purlin
system, hence saving materials and labour.
11) Continuous rectangular section members are more
economic than continuous channel or pin jointed
tube members, giving higher compression capacity
per weight of material.
12) Owing to the positioning of the members A to E
relative to each other at their nodes, in other
words the node geometry, the surface areas of the
members A to D required to allow connection at the
nodes are each less than with conventional
systems, so that substantially square section
members A to D can be employed, as opposed to
channel section or oblong rectangular section
members of the conventional systems; in this
respect it is noteworthy that square section
hollow members are stronger than channel section
or oblong rectangular section hollow members of
equal weight.
In addition, since only the shafts of the bolts J
penetrate the members A to D, the holes H' can be
closer to the creases at H" in the members E and
thus further from the adjacent ends of the members
E. The distance from the holes to the adjacent
ends of the members E is called the edge distance
and has to be a minimum distance for a given bolt
hole diameter and our system thus allows a greater
edge distance, permitting the use of larger
diameter bolts, improving end bearing and shearing
capacity of the members E for smaller cross
sections.
13) The system allows any combination of span to depth
ratio within each module (i.e. each of the
square-based pyramids of which the space frame can
be imagined to be made up), allowing highly
economic use of materials.
14) Less penetrations are required in the members A to
D, reducing fabrication costs.
15) The use of closed or solid section members reduces
the cost of protective and decorative finishes, by
reducing the surface area of coating.
16) No welding is required in manufacture or erection
of the system.
17) All materials are available worldwide and are or
can be locally produced, hence providing a highly
economic solution in varying market conditions.
Any grade of timber or steel can be utilised in
manufacture.
Claims (15)
1. A framework, comprising
a first grid of a first group of elongate members extending substantially parallelly to each other and transversely to a second group of elongate members extending substantially parallelly to each other
a second grid of a third group of elongate members extending substantially parallelly to each other and transversely to a fourth group of elongate members extending substantially parallelly to each other, said second grid being spaced from and substantially parallel to said first grid
intermediate elongate members extending from nodes of said second grid to nodes of said first grid and
connecting means fixedly connecting together the elongate members of the first and second grids and the intermediate elongate members
characterized in that at said nodes of said first grid, said first group overlies said second group and, at said nodes of said second grid, said third group overlies said fourth group and in that said connecting means comprises, at said nodes of said first grid and said nodes of said second grid, respective connecting devices each of which interconnects those elongate members present at its associated node.
2. A framework according to claim 1, wherein each connecting device comprises a connector which extends, in the direction from said first grid to said second grid, over external surfaces of the associated elongate members of the associated group, and a connecting member which extends through the connector, the associated elongate member of the second group or the third group, and the intermediate elongate member(s) present at its associated node.
3. A framework according to claim 2, wherein, at each of said nodes, the end(s) of the intermediate elongate member(s) present at the node are interposed between the connector at the node and the associated elongate member of the second group or the third group.
4. A framework according to claim 2 or 3, wherein, at each of at least some of said nodes, a plurality of the intermediate elongate members are present at the or each side of the associated elongate member of the second group or the third group and their ends at the node are in an adjacent superimposed relationship with each other.
5. A framework according to claim 2 or 3, wherein, at each of at least some of said nodes, a plurality of the intermediate elongate members are present at the or each side of the associated elongate member of the second group or the third group and their ends at the node are in an adjacent, non-superimposed relationship with each other.
6. A framework according to any preceding claim, wherein the elongate members of the first and second grids are each of a rectangular cross-section.
7. A framework according to any preceding claim, wherein each of at least some of said intermediate elongate members has flat ends which lie in respective parallel planes extending in the direction from said first grid to said second grid.
8. A framework according to claim 7, wherein each of said intermediate elongate members with flat ends consists of a hollow tube with its ends flattened and bent into said planes.
9. A framework according to any one of claims 1 to 8, wherein each end of each of at least some of said intermediate elongate members has an edge substantially perpendicular to the axis of its intermediate elongate member and first and second other edges substantially parallel to that axis.
10. A framework according to claim 2, 3, or 4, or any one of claims 5 to 9 as appended to claim 2, wherein each connector has two channels opening away from each other, and having their bases arranged adjacent to each other, the two channels serving to receive the respective elongate members of the grid associated with the connector.
11. A framework according to claim 10, wherein each connector is formed from sheet material.
12. A framework according to claim 2, 3, 4, 10 or 11, or any one of claims 5 to 9 as appended to claim 2, wherein each connecting member extends substantially parallelly to the grids.
13. A framework according to claim 2, 3, 4, 10, 11, or 12, or any one of claims 5 to 9 as appended to claim 2, wherein each connecting means further comprises another connecting member which extends through the connector and through the associated elongate member of the first group or the fourth group, but not through any of the intermediate elongate members.
14. A framework according to any preceding claim, and constituting a space frame for use in the construction industry.
15. A framework, substantially in accordance with any example hereinbefore described with reference to the accompanying drawings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8806469A GB2215752A (en) | 1988-03-18 | 1988-03-18 | Space frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8806469A GB2215752A (en) | 1988-03-18 | 1988-03-18 | Space frame |
Publications (2)
Publication Number | Publication Date |
---|---|
GB8806469D0 GB8806469D0 (en) | 1988-04-20 |
GB2215752A true GB2215752A (en) | 1989-09-27 |
Family
ID=10633673
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB8806469A Withdrawn GB2215752A (en) | 1988-03-18 | 1988-03-18 | Space frame |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2215752A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000022248A1 (en) * | 1998-10-14 | 2000-04-20 | Technitube Access Engineering Ltd. | Method and apparatus for space frame construction |
CN105089265A (en) * | 2014-05-09 | 2015-11-25 | 实固股份有限公司 | Beam for building |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1147772A (en) * | 1966-06-28 | 1969-04-10 | Dominion Bridge Co Ltd | Space decks |
GB1596019A (en) * | 1978-03-03 | 1981-08-19 | Kwikform Ltd | Lattice structure and method of making the same |
WO1982000311A1 (en) * | 1980-07-11 | 1982-02-04 | E Codd | Space frames |
WO1982003236A1 (en) * | 1981-03-20 | 1982-09-30 | Wallen Ronald Lee | Space frames |
WO1987001150A1 (en) * | 1985-08-16 | 1987-02-26 | Garry Randall Hart | Adjustable space frames |
-
1988
- 1988-03-18 GB GB8806469A patent/GB2215752A/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1147772A (en) * | 1966-06-28 | 1969-04-10 | Dominion Bridge Co Ltd | Space decks |
GB1596019A (en) * | 1978-03-03 | 1981-08-19 | Kwikform Ltd | Lattice structure and method of making the same |
WO1982000311A1 (en) * | 1980-07-11 | 1982-02-04 | E Codd | Space frames |
WO1982003236A1 (en) * | 1981-03-20 | 1982-09-30 | Wallen Ronald Lee | Space frames |
WO1987001150A1 (en) * | 1985-08-16 | 1987-02-26 | Garry Randall Hart | Adjustable space frames |
GB2199865A (en) * | 1985-08-16 | 1988-07-20 | Garry Randall Hart | Adjustable space frames |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000022248A1 (en) * | 1998-10-14 | 2000-04-20 | Technitube Access Engineering Ltd. | Method and apparatus for space frame construction |
CN105089265A (en) * | 2014-05-09 | 2015-11-25 | 实固股份有限公司 | Beam for building |
Also Published As
Publication number | Publication date |
---|---|
GB8806469D0 (en) | 1988-04-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |