WO1988008064A1 - A method of manufacturing a truss beam - Google Patents

A method of manufacturing a truss beam Download PDF

Info

Publication number
WO1988008064A1
WO1988008064A1 PCT/GB1988/000279 GB8800279W WO8808064A1 WO 1988008064 A1 WO1988008064 A1 WO 1988008064A1 GB 8800279 W GB8800279 W GB 8800279W WO 8808064 A1 WO8808064 A1 WO 8808064A1
Authority
WO
WIPO (PCT)
Prior art keywords
carcase
members
flexible elements
spacer
elongate members
Prior art date
Application number
PCT/GB1988/000279
Other languages
English (en)
French (fr)
Inventor
John Grandinetti
Original Assignee
Integrated Technologies Limited
Devons, David, Jon
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 Integrated Technologies Limited, Devons, David, Jon filed Critical Integrated Technologies Limited
Priority to DE8888903297T priority Critical patent/DE3867235D1/de
Priority to AT88903297T priority patent/ATE70877T1/de
Priority to BR888807454A priority patent/BR8807454A/pt
Publication of WO1988008064A1 publication Critical patent/WO1988008064A1/en
Priority to KR1019880701625A priority patent/KR890700726A/ko
Priority to NO88885476A priority patent/NO885476L/no
Priority to DK496589A priority patent/DK496589D0/da
Priority to FI894791A priority patent/FI894791A0/fi

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0495Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces

Definitions

  • the invention relates to a method of manufacturing a truss beam.
  • Truss beams are commonly made either of steel or of composite material, steel beams are strong but are very heavy and thus awkward to handle. Comparatively strong beams of composite material are produced in sections using a tool which inevitably increases the cost of manufacture. Furthermore, such beams of composite material have large solid sections which cause the beams to be undesirably heavy.
  • the invention seeks to provide a strong, lightweight truss beam which is easy and cheap to manufacture.
  • the flexible elements are wound around the carcase such that the edges of the spacer members are contacted by the same some flexible elements between adjacent elongate members.
  • each flexible element is fixed to the carcase at each point of contact therebetween.
  • the elongate members are tubular.
  • the elongate members are of a composite material comprising thermosetting or thermoplastics resin and fibres.
  • the materials used are selected such that their modulii of elasticity, Poisson's ratios and densities have values of the same order.
  • each flexible element is electrically conductive material and preferably has a coating of a thermoplastics material.
  • the flexible elements are made to adhere to the carcase by passing an electrical current therethrough.
  • the spacing of the elongate members of a beam produced according to the method described above allows a beam of low mass per unit length to be produced.
  • the flexible elements contact the elongate members in the plane of each spacer member in order to press the elongate members towards the spacer members and retain a close fit therebetween.
  • the beam thus produced then behaves as a single member for mechanical purposes: the flexible elements carry the majority of any stresses which are applied to the beam.
  • the beam is therefore strong and lightweight. It may also be manufactured in substantial lengths, rather than in sections
  • Fig. 1 is a perspective view of three spacer members arranged along a tube or shaft
  • Fig. 2 is a perspective view of a carcase comprising the spacer members and shaft of Fig. 1 and further tubes arranged in a predetermined manner;
  • Fig. 3 is a perspective view of the carcase of Fig. 2 with a first wire wound around the tubes;
  • Fig. 4 is a perspective view of the carcase of Fig. 3 with a second wire wound around the tubes.
  • the method according to the invention begins with the manufacture of the carcase 1.
  • Spacer members 2 of a composite material of gla ⁇ sfibres and a thermoplastics resin are spaced at equal intervals along a shaft or tube 3.
  • the shaft or tube 3 is arranged on a vertically rotatable turntable to increase the accessibility of the beam during manufacture.
  • Elongate members in the form of tubes 4 also of a similar composite material are then arranged in predetermined positions in relation to the spacer members 2.
  • a plurality of wires 5 is then wound in a predetermined pattern around the carcase 1. This pattern may be a spiral pattern.
  • Each tube 4 is contacted by a wire 5 in the plane of each spacer member 2.
  • the edges of each spacer member 2 are crossed by a wire 5 between adjacent tubes 4.
  • Further wires 5' are then added to increase the stability and strength of the beam.
  • the further wires 5' are also wound in a spiral pattern, preferably rotating in the opposite direction to the first wires 5.
  • the further wires 5' also contact the tubes 4 in the plane of each spacer member 2 and the edges of the spacer members 2 are each crossed by a wire 5* between adjacent tubes 4.
  • Each of the wires 5,5' has a core of electrically conducting material and a coating of a thermoplastics material.
  • the wires 5, 5' are made to adhere to the carcase 1 by passing a current through the core such that the thermoplastics coating is melted.
  • the thermoplastics resin of the composite material of the tubes 4 and spacer members 2 is also melted in the region adjacent each point of contact with the wires 5,5'. When the current is cut off and the wires 5,5' cool, the thermoplastics resin sets joining the wire 5,5' to the tubes 4 and the spacer members 2.
  • elongate members described above are . tubular, it would be equally acceptable to utilise solid bars of relatively lightweight construction or tubular members filled with foam or synthetic material. Different arrangements of elongate members around the spacer members are possible: the arrangement shown in the representations is by way of example only. The invention is not limited to elongate members of composite material - it is envisaged that elongate members comprising thin-walled steel or aluminium tubes would also be suitable.
  • the flexible elements may be wires, lines or bands of steel or other metal, or could comprise non-metallic materials of high tensile strength such as carbon- or glass-reinforced resin.
  • the flexible elements may have a coating of a plastics material and may be adhered to the carcase by means other than those described above, e.g. by direct application of heat to to thermoplastics coating.
  • the fexible elements may be fixed to the carcase at either end of the beam or at periodical intervals.
  • the fixing may take any suitable form, e.g. by tying, welding or repeated winding. Patterns other than spirals may be used, provided that the elongate members are contacted by the flexible elements in the plane of each spacer member.
  • thermoplastics resin which may be used for the elongate members and the coating of the wires is that known in Sweden as "Aramid”. Nylon could also be used. This is by way of example only.
  • a single flexible element refers to a wire of the like running from one end of the beam to the other. It would, of course, be possible to arrange for successively wound flexible elements to be connected end to end and wound back and forth along the beam.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Laminated Bodies (AREA)
  • External Artificial Organs (AREA)
  • Glass Compositions (AREA)
  • Inorganic Insulating Materials (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Slide Fasteners, Snap Fasteners, And Hook Fasteners (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Mechanical Treatment Of Semiconductor (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Manufacture Of Motors, Generators (AREA)
  • Moulding By Coating Moulds (AREA)
  • Electronic Switches (AREA)
  • Control Of El Displays (AREA)
  • Ropes Or Cables (AREA)
PCT/GB1988/000279 1987-04-09 1988-04-11 A method of manufacturing a truss beam WO1988008064A1 (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
DE8888903297T DE3867235D1 (de) 1987-04-09 1988-04-11 Herstellungsverfahren eines fachwerktraegers.
AT88903297T ATE70877T1 (de) 1987-04-09 1988-04-11 Herstellungsverfahren eines fachwerktraegers.
BR888807454A BR8807454A (pt) 1987-04-09 1988-04-11 Processo de fabricar uma viga armada
KR1019880701625A KR890700726A (ko) 1987-04-09 1988-12-08 트러스 비임의 제조방법
NO88885476A NO885476L (no) 1987-04-09 1988-12-09 Fremgangsmaate til fremstilling av en fagverksbjelke.
DK496589A DK496589D0 (da) 1987-04-09 1989-10-06 Fremgangsmaade til fremstilling af en rammebjaelke
FI894791A FI894791A0 (fi) 1987-04-09 1989-10-09 Foerfarande foer tillverkning av kryssbalk.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8708500 1987-04-09
GB08708500A GB2204614A (en) 1987-04-09 1987-04-09 Manufacture of a truss beam of composite materials

Publications (1)

Publication Number Publication Date
WO1988008064A1 true WO1988008064A1 (en) 1988-10-20

Family

ID=10615530

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1988/000279 WO1988008064A1 (en) 1987-04-09 1988-04-11 A method of manufacturing a truss beam

Country Status (13)

Country Link
EP (1) EP0355103B1 (ja)
JP (1) JPH03500068A (ja)
KR (1) KR890700726A (ja)
CN (1) CN88102214A (ja)
AT (1) ATE70877T1 (ja)
AU (1) AU616887B2 (ja)
BR (1) BR8807454A (ja)
DE (1) DE3867235D1 (ja)
DK (1) DK496589D0 (ja)
FI (1) FI894791A0 (ja)
GB (1) GB2204614A (ja)
NO (1) NO885476L (ja)
WO (1) WO1988008064A1 (ja)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0639685A1 (de) * 1993-08-14 1995-02-22 Hans-Claus Dr. Menzel Verstrebung der Mittelstütze eines Verbundpfeilers
DE29907874U1 (de) * 1999-05-04 2000-09-14 Hupperich, Werner, 53804 Much Montagevorrichtung für Bauzwecke
WO2001028905A1 (en) * 1999-10-21 2001-04-26 Onesteel Reinforcing Pty Limited A rollable mesh apparatus
AU782363B2 (en) * 1999-10-21 2005-07-21 Onesteel Reinforcing Pty Limited A rollable mesh apparatus

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8919071B2 (en) * 2012-12-19 2014-12-30 Patco, Llc Truss configuration

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1592208A (ja) * 1967-11-08 1970-05-11
GB2047783A (en) * 1979-04-18 1980-12-03 Pantex Stahl Ag Lattice support structure for a wall of an underground passage
US4566247A (en) * 1983-08-03 1986-01-28 Overbo Gordon I Captive column
EP0169575A2 (de) * 1984-07-27 1986-01-29 Frank Burger Rahmensystem, insbesondere für Gestelle und den Innenausbau

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1592208A (ja) * 1967-11-08 1970-05-11
GB2047783A (en) * 1979-04-18 1980-12-03 Pantex Stahl Ag Lattice support structure for a wall of an underground passage
US4566247A (en) * 1983-08-03 1986-01-28 Overbo Gordon I Captive column
EP0169575A2 (de) * 1984-07-27 1986-01-29 Frank Burger Rahmensystem, insbesondere für Gestelle und den Innenausbau

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0639685A1 (de) * 1993-08-14 1995-02-22 Hans-Claus Dr. Menzel Verstrebung der Mittelstütze eines Verbundpfeilers
DE29907874U1 (de) * 1999-05-04 2000-09-14 Hupperich, Werner, 53804 Much Montagevorrichtung für Bauzwecke
WO2001028905A1 (en) * 1999-10-21 2001-04-26 Onesteel Reinforcing Pty Limited A rollable mesh apparatus
AU782363B2 (en) * 1999-10-21 2005-07-21 Onesteel Reinforcing Pty Limited A rollable mesh apparatus

Also Published As

Publication number Publication date
GB8708500D0 (en) 1987-05-13
NO885476L (no) 1989-02-01
DK496589A (da) 1989-10-06
AU616887B2 (en) 1991-11-14
JPH03500068A (ja) 1991-01-10
BR8807454A (pt) 1990-05-15
NO885476D0 (no) 1988-12-09
EP0355103B1 (en) 1991-12-27
DK496589D0 (da) 1989-10-06
DE3867235D1 (de) 1992-02-06
FI894791A0 (fi) 1989-10-09
CN88102214A (zh) 1988-10-26
GB2204614A (en) 1988-11-16
EP0355103A1 (en) 1990-02-28
ATE70877T1 (de) 1992-01-15
AU1577988A (en) 1988-11-04
KR890700726A (ko) 1989-04-27

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