GB2274142A - Joint for space frames - Google Patents

Joint for space frames Download PDF

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Publication number
GB2274142A
GB2274142A GB9300226A GB9300226A GB2274142A GB 2274142 A GB2274142 A GB 2274142A GB 9300226 A GB9300226 A GB 9300226A GB 9300226 A GB9300226 A GB 9300226A GB 2274142 A GB2274142 A GB 2274142A
Authority
GB
United Kingdom
Prior art keywords
bolt
frame structure
space frame
nut
disc
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Withdrawn
Application number
GB9300226A
Other versions
GB9300226D0 (en
Inventor
Hamizar Hamid
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
P T RANGKA RUANG
Original Assignee
P T RANGKA RUANG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by P T RANGKA RUANG filed Critical P T RANGKA RUANG
Priority to GB9300226A priority Critical patent/GB2274142A/en
Publication of GB9300226D0 publication Critical patent/GB9300226D0/en
Publication of GB2274142A publication Critical patent/GB2274142A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • E04B1/1903Connecting nodes specially adapted therefor
    • E04B1/1906Connecting nodes specially adapted therefor with central spherical, semispherical or polyhedral connecting element
    • 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
    • E04B2001/1957Details of connections between nodes and struts
    • E04B2001/196Screw connections with axis parallel to the main axis of the strut

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)

Abstract

A framework tube (2) is connected to a connection node (1) by means of a bolt (6) which is retained in the tube (2) by a plate (7) and which is screwed into the node (1) by rotation of a hexagonal sleeve (8) keyed to the bolt (6) by a groove-and-ball arrangement (9). The disc (4) is welded to the tube (2) and galvanised, and then the bolt (6) is inserted into the tube (2). <IMAGE>

Description

JOINT CONNECTION FOR SPACE FRAME STRUCTURE Field of the Invention This invention relates to the joint between a hollow profile member, nut, bolt, inner plate, end plate and ball joint which comprises a space frame structure.
Background of the Invention A known joint connection is disclosed in German Patent no. 1.815.849. In this document there exists a connection through a hole in the wall of the hollow profile member to the bolt; the bolt head is equipped with a duct so that the bolt can be turned through the hole in the wall of the hollow profile member. The drawback of this system is that the hexagonal nut and the bolt therein need to be welded to the pipe first.
Thereafter the complete element, including the weld, is galvanised in such a way that the bolt is not galvanised so that it is still free to turn. This process is costly and complicated. Another disadvantage is that the hole in the wall of the member becomes a weak point in transferring structural loads.
Furthermore, percautions need to be taken to seal the hole to avoid incoming moisture which causes corrosion.
Disclosed in European Patent no. 0 083 356, is a similar connection in which a curved duct exit connects a hole in the member to the end plate.
After the end plate is welded to the member and galvanised, the bolt, which is not galvanised, is inserted through the hole in the wall of the member into the hole in the end plate. In this system there still exists the structural weakness due to the hole in the wall of the member. Also there is a problem in uniformly galvanising the member and disposal of excess galvanising fluid.
To solve the above problems a joint connection is disclosed by the applicant which is produced in such a way that the inner plate will bear the tension forces and the hexagonal nut will transfer the compression forces to the end plate.
SummarY of the Invention Accordingly there is disclosed a framework of hollow profiles comprising bar elements which converge at separate joints. The joints have several connectors for identically shaped bar elements. The connectors form three-dimensional and/or two-dimensional angles and have threaded holes in their open ends. End plates (discs), each with a central perforation, are fixed to the end portion of the hollow sections (bar elements).
There are also provided inner plates and bolts, the bolts of which are screwed into the threaded holes in the connection side. The inner plate and bolt are inserted in the right sequence tied by a string, into the central perforation with the head of the bolt arranged within the hollow section. A hexagonal nut separates the connector from the disc, and by turning the nut this causes the bolt to move into the connector.
The hollow sections, discs, hexagonal nuts, inner plates and the connectors have the appropriate identical external profiles for producing a framework free from holes in the hollow profile elements, except in the discs. The disc is welded to the end edge of the hollow section while the end plate prevents the bolt from moving outside the hollow section by tension forces induced on the latter. The shoulder of the hexagonal nut prevents the connector from moving to the hollow section induced by compression forces.
Various shapes can be chosen for the nut that holds and turns the bolt, for example, square, hexagon shapes etc.
DescriPtion of the preferred embodiment Reference will now be made in detail to the present preferred embodiment of the invention, an example of which is illustrated in the accompanying drawing which shows a cross-sectional view of the invention.
A connection node for a framework comprising bars joined to one part (1). That part of the connection has a plurality of supports with threaded holes (3) for hollow bars (2) having complimentary shapes. Each bar is provided at its end, an end plate (4) having an opening wherein a bolt (6) and an inner plate (7) are inserted. The bolt, the head of which penetrates the end plate (4), is held and guided by a hexagonal nut (8) and then screwed into the threaded hole (3) of the ball joint (1).
The inner plate (7) and the hexagonal nut (8) are secured by the end plate (disc) to form a guidance for the bolt (6). To prevent the bolt from slipping out of the end plate (4), the bolt head is blocked by the inner plate (7). The advantage of this connection is that no additional hole, which weakens the bar, has to be made and that after hot-dip-galvanising the bolt (6) can be inserted into the bar and in conjunction with the inner plate (7) and hexagonal nut (8) can transfer the forces induced into the bar of the framework.
The bolt (6) can be fastenend to the ball joint (1) through the assistance of the hexagonal nut (8) and one or more ball bearings (9). The ball bearing is placed in a template made on the bolt (6) while on the inner side of the hexagonal nut (8), a groove is provided for passage of the ball bearing (9).
Although the invention has been described and illustrated with reference to a specific embodiment, it will be understood by those skilled in the art that various modifications and variations may be made without departing from the spirit and scope of the present invention.

Claims (8)

1. A space frame structure comprising a hollow section (2) joined to a connector (1) by means comprising a disc (4) with a perforation, fixed to an end portion of the hollow section (2), an inner plate (7) within said hollow section (2), a bolt (6) wherein the head of said bolt (6) is arranged within the interior of the hollow section (2) through the perforation of said disc (4), a threaded hole (3) provided in said connector (1) at its open end, a nut (8) complementary to said bolt (6) and when said nut (8) is turned it moves the bolt (6) into said threaded hole (3) of the connector (1).
2. A space frame structure as claimed in claim 1 characterised in that no additional hole exists in the hollow section (2).
3. A space frame structure as claimed in claim 1 characterised in that the bolt (6) is fastened to the connector (1) through the assistance of the nut (8) and one or more ball bearings (9) placed in a template made on said bolt (6) while on the inner side of said nut a groove is provided as a passage for said ball bearings (9).
4. A space frame structure as claimed in claim 1 characterised in that the disc (4) is welded to the hollow section (2) and then galvanised.
5. A space frame structure as claimed in claim 1 wherein tension forces that exist are transferred to said disc (4) by the inner plate (7).
6. A space frame structure as claimed in claim 1 wherein compression forces that exist are transferred to said disc (4) by the shoulder of the nut (8).
7. A space frame structure as claimed in claim 4 wherein after galvanising the bolt (6) is inserted through the hole in the disc (4) in conjunction with said inner plate (7).
8. A space frame structure as claimed in claim 1 wherein the nut (8) is hexagonal in shape.
GB9300226A 1993-01-07 1993-01-07 Joint for space frames Withdrawn GB2274142A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB9300226A GB2274142A (en) 1993-01-07 1993-01-07 Joint for space frames

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9300226A GB2274142A (en) 1993-01-07 1993-01-07 Joint for space frames

Publications (2)

Publication Number Publication Date
GB9300226D0 GB9300226D0 (en) 1993-03-03
GB2274142A true GB2274142A (en) 1994-07-13

Family

ID=10728412

Family Applications (1)

Application Number Title Priority Date Filing Date
GB9300226A Withdrawn GB2274142A (en) 1993-01-07 1993-01-07 Joint for space frames

Country Status (1)

Country Link
GB (1) GB2274142A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779061A (en) * 2019-02-25 2019-05-21 辽宁工程技术大学 A kind of novel energy-consumption node applied to large span grid structure

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1001812A (en) * 1962-02-07 1965-08-18 David Ashley Pears Improvements in scaffolding and like structures
GB2002482A (en) * 1977-08-13 1979-02-21 Mero Raumstruktur Gmbh & Co Screw connection between tubular bars and attachment connectors in space frameworks
WO1988001323A1 (en) * 1986-08-19 1988-02-25 Kawatetsu Kenzaikogyo Kabushiki Kaisha Junction means of structural member
GB2195736A (en) * 1986-09-25 1988-04-13 Jose Maria Javier Ga Inchaurbe Framework connections
GB2216218A (en) * 1988-02-23 1989-10-04 New York Plastic Co Pte Ltd Space frame
GB2223289A (en) * 1988-07-26 1990-04-04 Standards Inst Singapore A joint system
GB2240605A (en) * 1990-01-31 1991-08-07 Yoshida Kogyo Kk Coupling for three-dimensional framed structure
GB2240831A (en) * 1990-02-13 1991-08-14 Paul Augustus Hodgetts Frame joints
GB2248901A (en) * 1988-02-23 1992-04-22 New York Plastic Co Pte Ltd Strut for space frames

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1001812A (en) * 1962-02-07 1965-08-18 David Ashley Pears Improvements in scaffolding and like structures
GB2002482A (en) * 1977-08-13 1979-02-21 Mero Raumstruktur Gmbh & Co Screw connection between tubular bars and attachment connectors in space frameworks
WO1988001323A1 (en) * 1986-08-19 1988-02-25 Kawatetsu Kenzaikogyo Kabushiki Kaisha Junction means of structural member
GB2195736A (en) * 1986-09-25 1988-04-13 Jose Maria Javier Ga Inchaurbe Framework connections
GB2216218A (en) * 1988-02-23 1989-10-04 New York Plastic Co Pte Ltd Space frame
GB2248901A (en) * 1988-02-23 1992-04-22 New York Plastic Co Pte Ltd Strut for space frames
GB2223289A (en) * 1988-07-26 1990-04-04 Standards Inst Singapore A joint system
GB2240605A (en) * 1990-01-31 1991-08-07 Yoshida Kogyo Kk Coupling for three-dimensional framed structure
GB2240831A (en) * 1990-02-13 1991-08-14 Paul Augustus Hodgetts Frame joints

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779061A (en) * 2019-02-25 2019-05-21 辽宁工程技术大学 A kind of novel energy-consumption node applied to large span grid structure

Also Published As

Publication number Publication date
GB9300226D0 (en) 1993-03-03

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Legal Events

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WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)