FR2669066A1 - Device for stressing glued laminated wood beams - has two curved half-beams on adjustable platform to cater for two or more supports using chamber - Google Patents
Device for stressing glued laminated wood beams - has two curved half-beams on adjustable platform to cater for two or more supports using chamber Download PDFInfo
- Publication number
- FR2669066A1 FR2669066A1 FR9014193A FR9014193A FR2669066A1 FR 2669066 A1 FR2669066 A1 FR 2669066A1 FR 9014193 A FR9014193 A FR 9014193A FR 9014193 A FR9014193 A FR 9014193A FR 2669066 A1 FR2669066 A1 FR 2669066A1
- Authority
- FR
- France
- Prior art keywords
- beams
- supports
- bench
- value
- prestressing
- 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- Withdrawn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
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27H—BENDING WOOD OR SIMILAR MATERIAL; COOPERAGE; MAKING WHEELS FROM WOOD OR SIMILAR MATERIAL
- B27H1/00—Bending wood stock, e.g. boards
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
- B27M3/00—Manufacture or reconditioning of specific semi-finished or finished articles
- B27M3/0013—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
- B27M3/0026—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally
- B27M3/0053—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally using glue
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Architecture (AREA)
- Forests & Forestry (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
DESCRIPTION
POUTRES EN BOIS LAMELLE COLLE A PRECON
TRAINTE EQUILIBREE
la présente invention concerné la manière. d'obtenir, uniquement par déformation, une précontrainte équilibrée égale en haut et en bas de la section (traction compression).DESCRIPTION
PRECON GLUE LAMELLED WOOD BEAMS
BALANCED TRAIN
the present invention concerned the manner. to obtain, only by deformation, a balanced equal prestress at the top and bottom of the section (compression compression).
Elle est du domaine des structures en bois lamellé collé pour plus spécialement son application aux poutres isostatiques et hyperstatiques. It is in the field of glued laminated wood structures for more specifically its application to isostatic and hyperstatic beams.
Traditionnellement la précontrainte sur des poutres en bois lamellé collé est par exemple effectuée à l'aide de fils d'acier tendus dans des logements de forme généralement parabolique; ils sont arrêtés à leurs ex trémités par des cônes d'ancrage appuyés sur des sabots métalliques. Le système, à fils non adhérents, présente des similitudes avec la technique employée pour le béton. Traditionally, prestressing on glued laminated wood beams is for example carried out using steel wires stretched in housings of generally parabolic shape; they are stopped at their ends by anchor cones supported on metal shoes. The system, with non-adherent wires, has similarities with the technique used for concrete.
La différence réside dans la possibilité pour le bois d'envisager un état de contrainte égal en traction et en compression. Malheureusement la position des fils, leur excentricité ne permet pas d'obtenir cette égalité.The difference lies in the possibility for the wood to envisage a state of equal stress in tension and compression. Unfortunately the position of the wires, their eccentricity does not allow this equality to be obtained.
La mise en oeuvre du procédé:
- façonnage du logement des fils,
- mise en place des plaques d'appui et des cônes d'ancrage,
application difficile à une structure hyperstatique, en fait un système lourd auquel vient s'ajouter le problème de protection des fils hypertendus.The implementation of the process:
- shaping of the wire housing,
- installation of support plates and anchor cones,
difficult application to a hyperstatic structure, in fact a heavy system to which is added the problem of protection of hypertensive wires.
Le procédé, objet de l'invention, permet de remé dier à ces inconvénients; il n'utilise aucun autre moyen que la colle et le bois habituelloment employés pour la fabrication clos poutres on bois lamellé collé. The process which is the subject of the invention makes it possible to remedy these drawbacks; it does not use any other means than the glue and wood usually used for the manufacture of closed beams on glued laminated wood.
[,a répartition des contraintes est la meme sur les ribres inferieures et supérieures, la précontrainte est équilibrée. [, with distribution of the stresses is the same one on the lower and higher ribs, the prestressing is balanced.
il comporte selon l'invention, une première carac téristique: deux demi-poutres préalablement courbées d'une valeur en rapport avec la force de précontrainte à obtenir sont présentées après encollage du joint d'assemblage, flèches en haut, conformées et maintenues serrées par des étriers sur un banc de mise en forme convexe réglé selon le profil à réaliser. according to the invention, it comprises a first characteristic: two pre-curved half-beams of a value related to the prestressing force to be obtained are presented after gluing of the assembly joint, arrows at the top, shaped and held tight by stirrups on a convex shaping bench adjusted according to the profile to be produced.
Après polyméralisation du joint de colle et stabilisation la poutre est prête à l'emploi. After polymerization of the adhesive joint and stabilization the beam is ready for use.
Le bridage sur la forme imprime aux deux demi-poutres la force de précontrainte: la fibre supérieure est tendue, l'inférieure comprimée. The clamping on the form gives the two half-beams the prestressing force: the upper fiber is stretched, the lower is compressed.
Lors du chargement de la poutre résultante les efforts vont se renverser, compression en haut de la section, traction en bas. When loading the resulting beam, the forces will reverse, compression at the top of the section, traction at the bottom.
La valeur de la précontrainte est fonction de la courbure des demi-poutres, de l'amplitude de la partie convexe de la forme, de la relaxation au démoulage. The value of the prestress is a function of the curvature of the half-beams, of the amplitude of the convex part of the form, of the relaxation on demolding.
Finalement:
(la courbure des demi-poutres) + (la flèche sur la forme) - la relaxation = la force de précontrainte
Les dessins annexés illustrent l'invention.Finally:
(the curvature of the half-beams) + (the arrow on the shape) - relaxation = the prestressing force
The accompanying drawings illustrate the invention.
- La planche 1 figure 1 représente le schéma d'une poutre sur deux appuis. - Plate 1 in figure 1 represents the diagram of a beam on two supports.
- La figure 2 planche 1 représente la position initiale de mise en forme des éléments. - Figure 2 plate 1 represents the initial position of shaping of the elements.
- La figure 3 les demi-poutres bridées sur le banc de forme. - Figure 3 the half-beams clamped on the form bench.
- La figure 4 la poutre résultante installée, après démoulage, sur deux appuis. - Figure 4 the resulting beam installed, after demolding, on two supports.
En référence à ces dessins le dispositif comporte: figure 2 deux demi-poutres (1) et (2) présentées flèche en haut (4) sur un banc (3) de forme convexe (5). With reference to these drawings, the device comprises: FIG. 2 two half-beams (1) and (2) presented arrow up (4) on a bench (3) of convex shape (5).
La figure 3 représente repère (6) la poutre résul tante assemblée par le joint de colle (8) maintenue sur le banc (3) par des étriers (7). Figure 3 shows mark (6) the resulting beam assembled by the adhesive joint (8) held on the bench (3) by stirrups (7).
La figure (4) représente repère (6) la poutre ré-
@@llante aux deux appuis avec sa contre flèche de fabri-
cation (9).
Figure (4) shows mark (6) the beam
@@ llante with two supports with its manufacturing arrow
cation (9).
la plancîto 2 représente schématiquement figure 5 la courbe des moments d'une poutre sur appuis multiples. plancîto 2 schematically represents figure 5 the curve of the moments of a beam on multiple supports.
La figure 6 la position initiale de mise en forme des éléments sur appuis multiples. Figure 6 the initial position of shaping of the elements on multiple supports.
La figure 7 les demi-poutres de courbure alternées bridées sur le banc de forme. Figure 7 the half-beams of alternate curvature flanged on the form bench.
La figure 8 la poutre continue résultante après démoulage. Figure 8 the resulting continuous beam after demolding.
Le dispositif comporte figure 6 deux demi-poutres (10) et (11) de courbures alternées selon leur position en travée ou sur appuis (13) et (14). (15) et (16) représentent les parties concave et convexe du banc de forme (12). The device comprises FIG. 6 two half-beams (10) and (11) of alternating curvatures according to their position in span or on supports (13) and (14). (15) and (16) represent the concave and convex parts of the form bench (12).
La figure 7 représente repère (17) la poutre résultante assemblée par le joint de colle (18) maintenue sur le banc de forme alternativement convexe et concave par des étriers (7). Figure 7 shows mark (17) the resulting beam assembled by the adhesive joint (18) held on the bench of alternately convex and concave shape by stirrups (7).
La figure 8 planche 2 représente repère (17) la poutre résultante assemblée par le joint de colle (18). Figure 8 plate 2 shows mark (17) the resulting beam assembled by the adhesive joint (18).
Le repère (21) représente une charge installée en travée sur la partie convexe. The reference (21) represents a load installed in span on the convex part.
Le repère (22) une charge sur le joint cantilever. The mark (22) a load on the cantilever joint.
(19) et (20) l'emplacement des appuis. (19) and (20) the location of the supports.
La planche 3 figure 9 représente les diagrammes des différents états de charge obtenus en application de l'invention. Plate 3 in FIG. 9 represents the diagrams of the different charge states obtained in application of the invention.
Le (23) est le diagramme tel qu'il existe figure 3 planche 1 et figure 7 planche 2. The (23) is the diagram as there is figure 3 board 1 and figure 7 board 2.
Le repère (24) représente la valeur de la relaxation engendrée par le démoulage. The reference (24) represents the value of the relaxation generated by the mold release.
Le repère (25) est le résultat de la transformation du diagramme (23) due à la relaxation (24). The reference (25) is the result of the transformation of the diagram (23) due to the relaxation (24).
Le repère (26) représente le diagramme résultant d'une contrainte qui aurait pour valeur le maximum supportable par une poutre normale non précontrainte. The reference (26) represents the diagram resulting from a stress which would have for value the maximum bearable by a normal beam not prestressed.
Le repère (27) représente le diagramme résultant d'une nouvelle contrainte égale en valeur au cas précédent. The reference (27) represents the diagram resulting from a new constraint equal in value to the previous case.
Pour la lecture des différents diagrammes les parties situées à gauche des barres verticales figurent les contraintes de traction, les parties situées à droite les contraintes de compression. To read the different diagrams, the parts to the left of the vertical bars show the tensile stresses, the parts to the right the compression stresses.
Le procédé, objet de l'invention, est particulièrement destiné à l'amélioration des structures en bois lamellé collé. The method, object of the invention, is particularly intended for the improvement of glued laminated wood structures.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9014193A FR2669066A1 (en) | 1990-11-13 | 1990-11-13 | Device for stressing glued laminated wood beams - has two curved half-beams on adjustable platform to cater for two or more supports using chamber |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9014193A FR2669066A1 (en) | 1990-11-13 | 1990-11-13 | Device for stressing glued laminated wood beams - has two curved half-beams on adjustable platform to cater for two or more supports using chamber |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2669066A1 true FR2669066A1 (en) | 1992-05-15 |
Family
ID=9402206
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR9014193A Withdrawn FR2669066A1 (en) | 1990-11-13 | 1990-11-13 | Device for stressing glued laminated wood beams - has two curved half-beams on adjustable platform to cater for two or more supports using chamber |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2669066A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998001636A1 (en) * | 1996-07-08 | 1998-01-15 | Robert Veilleux | A structural wooden joist |
CN107650218A (en) * | 2017-09-18 | 2018-02-02 | 重庆市浩源门业有限公司 | A kind of Qu Muji for preventing timber from deforming |
NO20181121A1 (en) * | 2018-08-27 | 2020-02-28 | Arne Vaslag | Composite, cooperating building element and method for manufacturing such a building element. |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0163781A1 (en) * | 1984-05-02 | 1985-12-11 | Groot Lemmer B.V. | Method and device for manufacturing a composite prestressed wooden beam |
WO1986000362A1 (en) * | 1984-06-22 | 1986-01-16 | Arne Engebretsen | Devices for load carrying structures |
CH663980A5 (en) * | 1987-03-25 | 1988-01-29 | Naef Ag Geb | Wooden plank to form member of load-bearing floor - consists of superimposed boards, rigidly connected by adhesive, pref. with convex set against load |
US4745718A (en) * | 1986-05-30 | 1988-05-24 | Trus Joist Corporation | Prestressed structural support and method for making same |
-
1990
- 1990-11-13 FR FR9014193A patent/FR2669066A1/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0163781A1 (en) * | 1984-05-02 | 1985-12-11 | Groot Lemmer B.V. | Method and device for manufacturing a composite prestressed wooden beam |
WO1986000362A1 (en) * | 1984-06-22 | 1986-01-16 | Arne Engebretsen | Devices for load carrying structures |
US4745718A (en) * | 1986-05-30 | 1988-05-24 | Trus Joist Corporation | Prestressed structural support and method for making same |
CH663980A5 (en) * | 1987-03-25 | 1988-01-29 | Naef Ag Geb | Wooden plank to form member of load-bearing floor - consists of superimposed boards, rigidly connected by adhesive, pref. with convex set against load |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998001636A1 (en) * | 1996-07-08 | 1998-01-15 | Robert Veilleux | A structural wooden joist |
CN107650218A (en) * | 2017-09-18 | 2018-02-02 | 重庆市浩源门业有限公司 | A kind of Qu Muji for preventing timber from deforming |
CN107650218B (en) * | 2017-09-18 | 2019-05-17 | 重庆市浩源门业有限公司 | One koji wood machine |
NO20181121A1 (en) * | 2018-08-27 | 2020-02-28 | Arne Vaslag | Composite, cooperating building element and method for manufacturing such a building element. |
NO345479B1 (en) * | 2018-08-27 | 2021-02-22 | Arne Vaslag | Composite, cooperating and elongated building element, and method for manufacturing such a building element. |
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