GB2116907A - Carbon fibre reinforced timber laminated members - Google Patents

Carbon fibre reinforced timber laminated members Download PDF

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Publication number
GB2116907A
GB2116907A GB08207858A GB8207858A GB2116907A GB 2116907 A GB2116907 A GB 2116907A GB 08207858 A GB08207858 A GB 08207858A GB 8207858 A GB8207858 A GB 8207858A GB 2116907 A GB2116907 A GB 2116907A
Authority
GB
United Kingdom
Prior art keywords
timber
carbon fibre
laminations
members
beams
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Withdrawn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
GB08207858A
Inventor
Nigel Emberson
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB08207858A priority Critical patent/GB2116907A/en
Publication of GB2116907A publication Critical patent/GB2116907A/en
Withdrawn legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B21/00Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board
    • B32B21/10Next to a fibrous or filamentary layer
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B7/00Layered products characterised by the relation between layers; Layered products characterised by the relative orientation of features between layers, or by the relative values of a measurable parameter between layers, i.e. products comprising layers having different physical, chemical or physicochemical properties; Layered products characterised by the interconnection of layers
    • B32B7/04Interconnection of layers
    • B32B7/12Interconnection of layers using interposed adhesives or interposed materials with bonding properties
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2262/00Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
    • B32B2262/10Inorganic fibres
    • B32B2262/106Carbon fibres, e.g. graphite fibres
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2305/00Condition, form or state of the layers or laminate
    • B32B2305/08Reinforcements

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Wood Science & Technology (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A structural member e.g., a beam comprises laminations of wood adhesively bonded together, reinforcing fibres of carbon being interposed between the laminations. The use of such a beam reduces the quantity of timber necessary to support a given load.

Description

SPECIFICATION Carbon fibre reinforced structural timber members The invention to date has progressed to the reinforcement of timber beams for use as structural members to support loads. It is anticipated that further development will lead to the reinforcement of all other structural members such as columns, portals, rafters, joists, purlins, piles, runners, walings, braces, ties, stantions, etc etc., the method of constructing a reinforced timber beam is to bond laminations of wood together, and between the required laminations to place a carbon fibre. The laminations are held together by glue, adhesive, or resin.
After bonding of the laminations is complete, the beam is then ready for service in exactly the same manner as any conventional beam.
In operation, it has been found by experiment under laboratory conditions, that a carbon fibre reinforced timber beam is capable of supporting considerably higher loads before collapse occurs.
The advantage of the method is to reduce the quantity of wood required to support a load, and therefore reduce the size of section, so providing a more economical method of supporting a load on a timber beam.
CLAIMS (filed on 17th March 1983) 1. The invention concept of this claim is that of reinforcing timber laminated beams with carbon fibre. Such beams have been found capable of supporting considerably higher loads than conventional solid sawn sections, or laminated sections constructed from similar materials in a similar manner.
2. As claimed in (1) above, but with the word "beam" replaced by any of the following: a) Rafters b) Joists c) Purlins d) Piles e) Runners f) Braces g) Members NB. g) To cover all other forms of structural members.
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (2)

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION Carbon fibre reinforced structural timber members The invention to date has progressed to the reinforcement of timber beams for use as structural members to support loads. It is anticipated that further development will lead to the reinforcement of all other structural members such as columns, portals, rafters, joists, purlins, piles, runners, walings, braces, ties, stantions, etc etc., the method of constructing a reinforced timber beam is to bond laminations of wood together, and between the required laminations to place a carbon fibre. The laminations are held together by glue, adhesive, or resin. After bonding of the laminations is complete, the beam is then ready for service in exactly the same manner as any conventional beam. In operation, it has been found by experiment under laboratory conditions, that a carbon fibre reinforced timber beam is capable of supporting considerably higher loads before collapse occurs. The advantage of the method is to reduce the quantity of wood required to support a load, and therefore reduce the size of section, so providing a more economical method of supporting a load on a timber beam. CLAIMS (filed on 17th March 1983)
1. The invention concept of this claim is that of reinforcing timber laminated beams with carbon fibre. Such beams have been found capable of supporting considerably higher loads than conventional solid sawn sections, or laminated sections constructed from similar materials in a similar manner.
2. As claimed in (1) above, but with the word "beam" replaced by any of the following: a) Rafters b) Joists c) Purlins d) Piles e) Runners f) Braces g) Members NB. g) To cover all other forms of structural members.
GB08207858A 1982-03-18 1982-03-18 Carbon fibre reinforced timber laminated members Withdrawn GB2116907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB08207858A GB2116907A (en) 1982-03-18 1982-03-18 Carbon fibre reinforced timber laminated members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08207858A GB2116907A (en) 1982-03-18 1982-03-18 Carbon fibre reinforced timber laminated members

Publications (1)

Publication Number Publication Date
GB2116907A true GB2116907A (en) 1983-10-05

Family

ID=10529083

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08207858A Withdrawn GB2116907A (en) 1982-03-18 1982-03-18 Carbon fibre reinforced timber laminated members

Country Status (1)

Country Link
GB (1) GB2116907A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1311202A (en) * 1970-04-02 1973-03-28 Secr Defence Composite material structuralarticles
GB2053696A (en) * 1979-07-18 1981-02-11 Grays Of Cambridge Internation Carbon fibre laminated sports equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1311202A (en) * 1970-04-02 1973-03-28 Secr Defence Composite material structuralarticles
GB2053696A (en) * 1979-07-18 1981-02-11 Grays Of Cambridge Internation Carbon fibre laminated sports equipment

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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)