WO2000017465A1 - Liants de colle a bois renforces par des fibres de carbones - Google Patents

Liants de colle a bois renforces par des fibres de carbones Download PDF

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Publication number
WO2000017465A1
WO2000017465A1 PCT/AT1999/000214 AT9900214W WO0017465A1 WO 2000017465 A1 WO2000017465 A1 WO 2000017465A1 AT 9900214 W AT9900214 W AT 9900214W WO 0017465 A1 WO0017465 A1 WO 0017465A1
Authority
WO
WIPO (PCT)
Prior art keywords
wooden component
tensile reinforcement
wooden
tensile
cfrp
Prior art date
Application number
PCT/AT1999/000214
Other languages
German (de)
English (en)
Inventor
Ernst Buchacher
Original Assignee
Ernst Buchacher
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 Ernst Buchacher filed Critical Ernst Buchacher
Priority to EP99941312A priority Critical patent/EP1032739A1/fr
Publication of WO2000017465A1 publication Critical patent/WO2000017465A1/fr

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
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/122Laminated
    • 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
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/18Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with metal or other reinforcements or tensioning members
    • E04C3/185Synthetic reinforcements

Definitions

  • the invention relates to a wooden component with the features of the introductory part of claim 1.
  • Wooden components in particular elongated wooden components such as wood glue, are becoming increasingly important due to their statically good properties as well as their pleasing appearance, their good acoustic properties and the increasing greening of the building industry.
  • FIG. 3 of DE 25 10 262 A shows a glue board binder in which several layers of fibrous fabrics are inserted.
  • DE 25 31 656 A relates to a wooden component that can be designed as a glue binder and in which steel rods with a corrugated surface are inserted in grooves at the top and bottom. Then the room of the
  • Groove must be filled with a synthetic resin / filler mixture.
  • US Pat. No. 4,615,163 A shows something similar to DE 25 31 656 A, except that a polyester rod is glued into a groove in the beam instead of a steel rod.
  • the object of the invention is to improve the load-bearing capacity of wooden components, and in particular of wood glue binders.
  • CFRP Carbon fiber reinforced plastics
  • Fig. La and lb a beam reinforced with a tensile reinforcement made of CFRP in a schematic side and front view, the
  • FIG. 4 is a side view of a wooden beam with a reinforced cross section in the middle and a tensile reinforcement made of CFRP in the area of the straight beam side and
  • FIG. 5 shows a side view of a wooden beam with a cross section reinforced in the middle and a tensile reinforcement made of CFRP on the convexly curved long side of the beam.
  • a bar 1 is shown schematically, which rests on bearings 2 and 3 at its ends.
  • a tensile reinforcement 5 made of plastic reinforced with carbon fibers (hereinafter "CFRP") is attached to the beam 1.
  • CFRP plastic reinforced with carbon fibers
  • a longitudinal groove 7 is milled out in the lowermost lamella 6, into which the tensile reinforcement 5 made of CFRP is inserted.
  • the tensile reinforcement 5 is glued into the groove 7 with an epoxy resin adhesive.
  • a wooden cover lamella 8 which is glued to the lowest lamella 6.
  • a load-bearing slat 6 can also be provided on the pull side 4 as the lowest slat.
  • FIGS. 2a and 2b shows a bar 1 corresponding essentially to the bar 1 shown in FIGS. La and lb, in which not only a tensile reinforcement 5 made of CFRP on the tension side 4, but also a tensile reinforcement 10 made of CFRP also on the Print page 9 is attached. Since reinforcements made of CFRP only have a comparatively low compressive strength, a reinforcement shown in FIGS. 2a and 2b only works on two sides 4 and 9 if tensile forces predominantly act on the side 9 of the beam 1.
  • the tensile reinforcement made of CFRP on the wooden component can either be prestressed or slack (without tension), attached or glued, so that prestressed and non-prestressed wooden components can be made.
  • a preferred embodiment of the wood glue binders according to the invention can be described as follows:
  • CFRP Carbon fiber reinforced plastics

Landscapes

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

Abstract

Dans l'état actuel de la technique, les plastiques renforcés au carbone et leur très grande résistance à la traction associée à un poids relativement faible sont déjà bien connus. La présente invention exploite les caractéristiques de ces plastiques renforcés au carbone en les introduisant en tant que renforts (5) de traction dans des liants (1) de colle à bois, ce qui permet d'accroître sensiblement la résistance à la traction du liant (1) de colle à bois ainsi que la résistance à la flexion d'une poutre (1) chargée de manière à fléchir, lorsque ce renfort (5) en plastique renforcé au carbone est appliqué du côté (4) traction de la poutre (1).
PCT/AT1999/000214 1998-09-22 1999-09-03 Liants de colle a bois renforces par des fibres de carbones WO2000017465A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP99941312A EP1032739A1 (fr) 1998-09-22 1999-09-03 Liants de colle a bois renforces par des fibres de carbones

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1586/98 1998-09-22
AT158698 1998-09-22

Publications (1)

Publication Number Publication Date
WO2000017465A1 true WO2000017465A1 (fr) 2000-03-30

Family

ID=3516628

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AT1999/000214 WO2000017465A1 (fr) 1998-09-22 1999-09-03 Liants de colle a bois renforces par des fibres de carbones

Country Status (2)

Country Link
EP (1) EP1032739A1 (fr)
WO (1) WO2000017465A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1260648A1 (fr) * 2001-03-16 2002-11-27 Maurizio Piazza Procédé pour la production d'une poutre renforcée en bois et une telle poutre renforcée
EP1529894A1 (fr) 2003-11-06 2005-05-11 Daniel Pitault Poutre de longue portée destinée à constituer un élément porteur d'une superstructure modulaire ou autre ouvrage de génie civil
FR2862016A1 (fr) * 2003-11-10 2005-05-13 Ci Profiles Procede de mise en forme de materiaux a base de resine thermodurcissable deja polymerisee
WO2010054491A1 (fr) * 2008-11-17 2010-05-20 Josef Scherer Poutre de bois lamellé ou abouté en biais précontrainte
CH700137A1 (de) * 2008-12-19 2010-06-30 Swissfiber Ag Biegeträger-verbundelement aus holz und faserverstärktem kunststoff.
RU193462U1 (ru) * 2019-05-21 2019-10-30 Федеральное государственное бюджетное образовательное учреждение высшего образования "Владимирский Государственный Университет имени Александра Григорьевича и Николая Григорьевича Столетовых" (ВлГУ) Деревокомпозитная балка с модификацией древесины
CN115788102A (zh) * 2022-12-23 2023-03-14 北京华清安地建筑设计有限公司 一种钢木组合屋架碳纤维加固施工方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2510262A1 (de) 1975-03-08 1976-09-09 Hans Binker Verfahren zur erhoehung der festigkeit von hoelzern und anderen baustoffen
DE2531656A1 (de) 1975-07-16 1977-02-03 Josef Buchholz Holzbauteil
US4615163A (en) 1984-10-04 1986-10-07 Curtis Albert B Reinforced lumber
FR2631882A1 (fr) * 1988-05-31 1989-12-01 Gozalo Antonio Procede de fabrication d'elements de structure en bois lamelle colle renforce par incorporation d'un materiau de renfort et lame de renfort utilisable pour sa mise en oeuvre
WO1996013378A1 (fr) * 1994-10-28 1996-05-09 Tingley Daniel A Pieces de charpente en bois renforcees
US5725929A (en) * 1996-08-20 1998-03-10 Fiber Technologies, Inc. Reinforced wood

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2510262A1 (de) 1975-03-08 1976-09-09 Hans Binker Verfahren zur erhoehung der festigkeit von hoelzern und anderen baustoffen
DE2531656A1 (de) 1975-07-16 1977-02-03 Josef Buchholz Holzbauteil
US4615163A (en) 1984-10-04 1986-10-07 Curtis Albert B Reinforced lumber
FR2631882A1 (fr) * 1988-05-31 1989-12-01 Gozalo Antonio Procede de fabrication d'elements de structure en bois lamelle colle renforce par incorporation d'un materiau de renfort et lame de renfort utilisable pour sa mise en oeuvre
WO1996013378A1 (fr) * 1994-10-28 1996-05-09 Tingley Daniel A Pieces de charpente en bois renforcees
US5725929A (en) * 1996-08-20 1998-03-10 Fiber Technologies, Inc. Reinforced wood

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
TRIANTAFILLOU THANASIS C ET AL: "Prestressed FRP sheets as external reinforcement of wood members", J STRUCT ENG;JOURNAL OF STRUCTURAL ENGINEERING MAY 1992, vol. 118, no. 5, May 1992 (1992-05-01), pages 1270 - 1284, XP000856088 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1260648A1 (fr) * 2001-03-16 2002-11-27 Maurizio Piazza Procédé pour la production d'une poutre renforcée en bois et une telle poutre renforcée
EP1529894A1 (fr) 2003-11-06 2005-05-11 Daniel Pitault Poutre de longue portée destinée à constituer un élément porteur d'une superstructure modulaire ou autre ouvrage de génie civil
FR2862076A1 (fr) 2003-11-06 2005-05-13 Daniel Pitault Poutre de longue portee destinee a constituer un element porteur d'une superstructure modulaire
FR2862016A1 (fr) * 2003-11-10 2005-05-13 Ci Profiles Procede de mise en forme de materiaux a base de resine thermodurcissable deja polymerisee
WO2010054491A1 (fr) * 2008-11-17 2010-05-20 Josef Scherer Poutre de bois lamellé ou abouté en biais précontrainte
CH700137A1 (de) * 2008-12-19 2010-06-30 Swissfiber Ag Biegeträger-verbundelement aus holz und faserverstärktem kunststoff.
RU193462U1 (ru) * 2019-05-21 2019-10-30 Федеральное государственное бюджетное образовательное учреждение высшего образования "Владимирский Государственный Университет имени Александра Григорьевича и Николая Григорьевича Столетовых" (ВлГУ) Деревокомпозитная балка с модификацией древесины
CN115788102A (zh) * 2022-12-23 2023-03-14 北京华清安地建筑设计有限公司 一种钢木组合屋架碳纤维加固施工方法

Also Published As

Publication number Publication date
EP1032739A1 (fr) 2000-09-06

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