FR2840001A1 - Girder, as part of a concrete mold structure, is of reinforced plastics with a structured longitudinal groove to take a wood stake and a base plate with openings to take anchors for fastening at a support - Google Patents

Girder, as part of a concrete mold structure, is of reinforced plastics with a structured longitudinal groove to take a wood stake and a base plate with openings to take anchors for fastening at a support Download PDF

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Publication number
FR2840001A1
FR2840001A1 FR0206414A FR0206414A FR2840001A1 FR 2840001 A1 FR2840001 A1 FR 2840001A1 FR 0206414 A FR0206414 A FR 0206414A FR 0206414 A FR0206414 A FR 0206414A FR 2840001 A1 FR2840001 A1 FR 2840001A1
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France
Prior art keywords
groove
profile
take
walls
sole
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Granted
Application number
FR0206414A
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French (fr)
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FR2840001B1 (en
Inventor
Mathias Penin
Pennel Jean Le
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Altrad Coffrage et Etaiement SAS
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Jalmat Industrie Mediterranee SAS
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Priority to FR0206414A priority Critical patent/FR2840001B1/en
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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
    • E04C3/28Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
    • 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
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • E04G2011/505Girders, beams, or the like as supporting members for forms with nailable or screwable inserts

Abstract

The girder (1), especially for a concrete mold, has a framework or profiles of glass fiber reinforced plastics to define a longitudinal groove (41) and a base plate (26,27). A wood stake (6) is held within the groove. The base plate has openings (30) to take anchors (34) through them, to fasten the girder to a support.

Description

1 28400011 2840001

Poutre de coffrape et son procede de fabrication La presente invention est relative a une poutre utilisable pour supporter des  The present invention relates to a beam operable to support

panneaux de coffrage, et a un procede de fabrication de cette poutre.  shuttering panels, and has a method of manufacturing this beam.

Le domaine technique de ['invention est celui de la fabrication de poutres de  The technical field of the invention is that of the manufacture of beams of

support de structures temporaires de coffrage d'ouvrages en beton.  support of temporary structures for formwork of concrete structures.

De telles poutres vent traditionnellement realisees en bois ou bien en metal.  Such beams are traditionally made of wood or metal.

Dans le brevet FR 2 715 959, il est decrit une poutre de supportage de panneaux de coffrage constituee par un profile metallique et par un insert en bois loge dans une rainure en U du profile metallique; le profile presente une section en forme de H fermee a sa base par une paroi formant une face d'appui du profile; I'insert en bois est rentre en force dans la rainure dans laquelle il est maintenu en place et serre par deux ailes pincees et striees; la face d'appui du profile est prolongee par deux ailes laterales percees; les per,cages prevus dans ces ailes permettent la fixation de la  In patent FR 2,715,959, there is described a support beam formwork panels formed by a metal profile and a wooden insert housed in a U-shaped groove of the metal profile; the profile has an H-shaped section closed at its base by a wall forming a bearing surface of the profile; The wooden insert is forced back into the groove in which it is held in place and clamped by two clamped and striated wings; the bearing face of the profile is extended by two pierced side wings; the perks provided in these wings allow the fixing of the

poutre a son support par des clous engages dans ces per,cages.  Beam has its support by nails engages in these cages.

11 a ete par ailleurs propose de fabriquer des structures support de coffrage en matiere plastique renforcee par des fibres de verre, notamment des profiles obtenus par pultrusion; neanmoins, ces structures n'ont pas rencontre, a la connaissance de  It has furthermore been proposed to manufacture formwork support structures made of plastic material reinforced by glass fibers, in particular profiles obtained by pultrusion; nevertheless, these structures have not, to the knowledge of

l'inventeur, de succes.the inventor, of success.

Un objectif de ['invention est de proposer une nouvelle poutre apte a supporter  An object of the invention is to propose a new beam capable of supporting

des coffrages, et son procede de fabrication.  formwork, and method of manufacturing the same.

Un objectif de ['invention est de proposer une poutre de coffrage et son  An object of the invention is to provide a formwork beam and its

procede de fabrication, qui soient ameliores.  manufacturing process, which are improved.

Un objectif de ['invention est de proposer une poutre non metallique de coffrage  An object of the invention is to provide a nonmetallic formwork beam

presentant des performances similaires a celles decrites dans le brevet FR 2 715 959.  presenting performances similar to those described in patent FR 2 715 959.

Selon un premier aspect, I'invention propose une poutre, en particulier une poutre de coffrage, caracterisee en ce qu'elle comporte une ossature ou profile en matiere plastique renforcee, I'ossature ou profile delimitant une rainure longitudinale et comportant une semelle, la poutre comportant un tasseau de bois engage dans la  According to a first aspect, the invention proposes a beam, in particular a formwork beam, characterized in that it comprises a frame or profile of reinforced plastic, the structure or profile delimiting a longitudinal groove and having a sole, the beam with a wooden batten engages in the

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rainure, la semelle comportant une ou plusieurs cavite(s) apse(s) a cooperer avec des  groove, the sole having one or more cavite (s) apse (s) to cooperate with

organes de fixation permettant une fixation de la poutre a un support.  fixing members for fixing the beam to a support.

L'invention propose en particulier une poutre de coffrage qui est essentiellement constituee d'une ossature creuse en matiere plastique renforcee par des fibres longitudinales, I'ossature delimitant une rainure longitudinale, et d'un tasseau de bois insere dans la rainure longitudinale; I'ossature comporte au moins une semelle d'appui (generalement deux semelles d'appui) qui est (sont) percee(s) d'une pluralite d'orifices permettant le passage d'un organe de fixation - tel qu'un clou  The invention particularly provides a formwork beam which is essentially constituted of a hollow frame of plastic material reinforced by longitudinal fibers, the structure delimiting a longitudinal groove, and a wooden batten inserted into the longitudinal groove; The frame comprises at least one support plate (generally two support pads) which is (are) pierced (s) with a plurality of orifices allowing the passage of a fastener - such as a nail

- de la poutre a une structure (poutre ou panneau en particulier) supportant la poutre.  - The beam has a structure (beam or panel in particular) supporting the beam.

11 a en effet ete constate que, de fa,con surprenante, il est possible de percer la (ou les) semelle(s) d'une telle poutre sans diminuer notablement les performances de la poutre, alors meme que ces per,cages provoquent une interruption d'une partie des fibres longitudinales servant a renforcer l'ossature de la poutre, de surcro'^t dans une partie (semelle) de celle-ci, dont la contribution a ia resistance aux charges de la  It has indeed been found that, surprisingly, it is possible to pierce the sole (s) of such a beam without appreciably reducing the performance of the beam, even though these perceptions cause an interruption of part of the longitudinal fibers used to reinforce the framework of the beam, moreover in a part (sole) thereof, whose contribution to the resistance to the loads of the

poutre est preponderante.beam is preponderant.

11 a egalement ete constate qu'il est possible de maintenir le tasseau de bois dans la rainure par pincement de parois de l'ossature, alors que le module d'elasticite de la matiere plastique renforcee est tres notablement inferieur a celui des metaux: il est generalement environ deux fois plus faible que celui de l'aluminium; il a en outre ete constate que ce maintien pouvait generalement etre obtenu sans prevoir de stries  It has also been found that it is possible to keep the wooden battens in the groove by pinching walls of the framework, while the modulus of elasticity of the reinforced plastics material is considerably less than that of the metals: is usually about twice as low as that of aluminum; it was further noted that this maintenance could generally be achieved without

sur la face interne de ces parois.on the inner side of these walls.

11 a en outre ete constate qu'il est possible de realiser une telle poutre dont la masse lineique soit- a performances comparables - inferieure, egale ou a peine  It has furthermore been found that it is possible to make such a beam whose linear mass is comparable in performance - inferior, equal or hardly

superieure a une poutre similaire presentant une ossature en aluminium.  greater than a similar beam with an aluminum frame.

De preference, a cet effet, et selon un autre aspect de ['invention, il est propose une poutre comportant un profile en matiere plastique renforcee de fibres (d'origine minerale) - en particulier de fibres de verre - et un tasseau de bois loge et maintenu dans une rainure longitudinale du profile, le profile comportant deux ailes laterales superieures - en tete - qui bordent l'ouverture de ladite rainure longitudinale, ainsi que deux ailes laterales inferieures - en pied formant lesdites semelles, I'epaisseur desdites ailes laterales superieures et inferieures - etant superieure a l'epaisseur  Preferably, for this purpose, and according to another aspect of the invention, there is provided a beam comprising a fiber reinforced plastic profile (of mineral origin) - in particular glass fibers - and a wooden battens lodged and maintained in a longitudinal groove of the profile, the profile comprising two upper lateral wings - at the head - which border the opening of said longitudinal groove, as well as two lower lateral wings - in the foot forming said flanges, the thickness of said lateral flanges upper and lower - being greater than the thickness

des parois formant la partie centrale du profile.  walls forming the central part of the profile.

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De preference, le rapport de l'epaisseur des ailes laterales a celles des parois centrales du profile, est situe dans une piage allant de 1,2 a 2, en particulier de 1,4 a 1,8; de preference egalement, I'epaisseur des parois de la partie centrale est comprise entre 3 et 5 mm pour une poutre de 160 mm, tandis que l'epaisseur des ailes laterales est comprise entre 5 et 10 mm, en particulier entre 6 et 9 mm; de preference, Ia masse lineique (incluant ['insert en bois) d'une telle poutre est inferieure ou egale a kg/m. De preference, ces ailes laterales vent saillantes aux extremites (superieure et inferieure) des parois longitudinales principales du profile en forme de H. la largeur en tete du profile etant sensiblement egale a la largeur en pied du profile; ceci permet que lorsque deux poutres vent placees cote a cote (paralleles) en se chevauchant, elles s'appuient l'une sur l'autre par leurs ailes laterales respectives, en pied et en fete, lorsqu'elles vent soumises a une charge laterale; de ce fait, la transmission des efforts lateraux entre les poutres est amelioree; tel est notamment le cas de deux poutres posees sur une fourche d'etai commune; de preference en outre, la largeur de la  Preferably, the ratio of the thickness of the lateral wings to those of the central walls of the profile is in a range from 1.2 to 2, in particular from 1.4 to 1.8; preferably also, the thickness of the walls of the central portion is between 3 and 5 mm for a beam of 160 mm, while the thickness of the lateral wings is between 5 and 10 mm, in particular between 6 and 9 mm ; preferably, the line mass (including the wood insert) of such a beam is less than or equal to kg / m. Preferably, these lateral wings project protruding at the ends (upper and lower) of the main longitudinal walls of the profile in the form of H. the width at the head of the profile being substantially equal to the width at the foot of the profile; this allows that when two wind beams placed side by side (parallel) in overlapping, they rely on one another by their respective lateral wings, in foot and in party, when they are subjected to a lateral load ; as a result, the transmission of lateral forces between the beams is improved; this is particularly the case of two beams placed on a common forest fork; preferably furthermore, the width of the

poutre est inferieure a 80 mm.beam is less than 80 mm.

Afin de faciliter le nettoyage des poutres, la face externe des parois longitudinales principales du profile est de preference lisse et denue de rainures et/ou nervures. Selon un autre aspect, I'invention propose une poutre comportant une ossature non metallique comportant une rainure longitudinale, et un insert en bois - ou en un materieu similaire - loge dans la rainure, I'ossature comportant de preference des semelles laterales proeminentes en pied et en fete, ainsi qu'une deuxieme rainure longitudinale, opposee a la premiere, qui debouche (en pied) par une ouverture de largeur inferieure a la largeur de cette deuxieme rainure, qui est prevue et adaptee pour recevoir des fetes d'organes (tels que des vis) de fixation de la poutre sur un support tel qu'une platine d'etai; ces organes peuvent ainsi coulisser dans cette  In order to facilitate the cleaning of the beams, the outer face of the main longitudinal walls of the profile is preferably smooth and devoid of grooves and / or ribs. According to another aspect, the invention proposes a beam comprising a nonmetallic frame having a longitudinal groove, and a wood insert - or a similar material - housed in the groove, the structure preferably comprising proeminent lateral soles in the foot. and in fete, as well as a second longitudinal groove, opposed to the first, which opens (in foot) by an opening of width less than the width of this second groove, which is planned and adapted to receive organ holidays ( such as screws) for fixing the beam on a support such as a support plate; these organs can slide in this

rainure, ce qui facilite la construction de structures de coffrage legeres et resistantes.  groove, which facilitates the construction of lightweight and resistant formwork structures.

De preference, la deuxieme rainure est specialement prevue pour recevoir au moins deux types de fetes d'organes de liaison presentant deux geometries distinctes; de preference, a cet effet, le profil dans une section transversale de cette deuxieme rainure comporte des series de segments formant un trace en escalier; a ces  Preferably, the second groove is specially adapted to receive at least two types of linker parties having two distinct geometries; preferably, for this purpose, the profile in a cross section of this second groove comprises series of segments forming a stairway trace; to these

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segments correspondent des faces d'appui pour lesdites fetes d'organes de liaison, de  segments correspond to support faces for said holiday of connecting members,

largeurs differentes adaptees auxdites geometries distinctes.  different widths adapted to said distinct geometries.

Selon un autre aspect, I'invention propose un procede de fabrication de poutres de coffrage comportant les operations suivantes: À On impregne en continu des fibres avec une resine thermodurcissable,  According to another aspect, the invention proposes a method for manufacturing formwork beams comprising the following operations: At continuous impregnation of fibers with a thermosetting resin,

À On fait passer les fibres impregnees de resine au travers d'un moule -  The impregnated fibers of resin are passed through a mold -

ou filiere - de fa,con a former en sortie du moule un profile de la forme souhaitee de la poutre, qui comporte une cavite longitudinale en partie centrale, deux semelles en pied et une rainure en fete, À On provoque la polymerisation de la resine du profile par chauffage, en particulier par passage dans un four, À On coupe le profile en tron,cons de longueur souhaitee pour ia poutre, À On perce chaque semelle de chaque poutre d'une pluralite d'orifices, qui vent de preference regulierement repartis le long de cheque semelle, À On insere dans la rainure de la poutre un tasseau de bois presentant une longueur sensiblement identique a celle de la poutre, et À On fixe a chacune des deux extremites de chaque poutre une piece de  or die - so as to form at the output of the mold a profile of the desired shape of the beam, which comprises a longitudinal cavity in the central part, two foot insoles and a groove in the party, A is caused the polymerization of the resin of the profile by heating, in particular by passing through an oven, to cut the profile in tron, cons of desired length for the beam, is pierced each sole of each beam of a plurality of orifices, which wind preferably regularly distributed along the same footing, A is inserted in the groove of the beam a wooden batten having a length substantially identical to that of the beam, and A is fixed at each end of each beam a piece of

protection de cette extremite contre les chocs.  protection of this end against shocks.

De preference, on utilise une resine polyester et des fibres de verre dont la  Preferably, a polyester resin and glass fibers are used.

teneur ponderale dans l'ossature armee varie generalement entre 40 % et 80 %.  Pond content in the framework generally varies between 40% and 80%.

De preference, lorsque l'ossature (le profile) de la poutre delimite une cavite longitudinale (tubulaire), ladite piece d'extremite obture la cavite de fa,con a eviter  Preferably, when the frame (the profile) of the beam delimits a longitudinal cavity (tubular), said end piece closes the cavity so as to avoid

['accumulation de debris dans cette cavite.  accumulation of debris in this cavity.

L'invention permet de realiser des poutres support de coffrage resistantes aux charges et aux chocs, peu sensibles aux variations de temperature et d'hygrometrie,  The invention makes it possible to produce formwork supporting beams resistant to loads and shocks, which are not very sensitive to variations in temperature and hygrometry,

faci l es a nettoye r, d'u ne d u ree de vie elevee et d'u n coOt raison nab le.  easy to clean, with a high life expectancy and at a reasonable cost.

s 2840001 D'autres avantages et caracteristiques de ['invention seront compris au travers  s 2840001 Other advantages and features of the invention will be understood through

de la description suivante qui se refere aux dessins annexes, qui illustrent sans aucun  of the following description which refers to the accompanying drawings, which illustrate without any

caractere limitatif des modes preferentiels de realisation de ['invention.  limiting character of the preferred embodiments of the invention.

La figure 1 illustre en vue en coupe transversale un premier mode de S realisation d'une poutre selon ['invention, integrant un longeron en bois et equipee d'une vis de fixation, qui est coulissante dans une rainure longitudinale prevue dans la  FIG. 1 illustrates in cross-sectional view a first embodiment of a beam according to the invention, incorporating a wooden spar and equipped with a fixing screw, which is slidable in a longitudinal groove provided in FIG.

semelle de la poutre.sole of the beam.

La figure 2 illustre en vue en coupe partielle une premiere structure de coffrage incluant une poutre primaire selon ['invention, qui s'etend parallelement au plan de la figure 2 et qui supporte une poutre secondaire selon ['invention, qui s'etend perpendiculairement au plan de la figure 2, cette derriere poutre supportant un  FIG. 2 illustrates, in partial sectional view, a first formwork structure including a primary beam according to the invention, which extends parallel to the plane of FIG. 2 and which supports a secondary beam according to the invention, which extends perpendicularly on the plane of FIG. 2, this rear beam supporting a

panneau de coffrage.formwork panel.

La figure 3 illustre en vue en coupe partielle une deuxieme structure de coffrage comportant une poutre selon ['invention, qui repose et est boulonnee sur une  FIG. 3 is a partial sectional view of a second formwork structure comprising a beam according to the invention, which is resting and bolted on a

platine d'un etai, et qui supporte un panneau de coffrage.  platinum of a forest, and which supports a formwork panel.

La figure 4 illustre en vue en perspective schematique partielle une structure support de coffrage comportant deux poutres identiques conformes a ['invention qui reposent cote a cote par une de leurs extremites respectives sur une platine - dite  FIG. 4 is a schematic partial perspective view of a formwork support structure comprising two identical beams according to the invention which lie side by side by one of their respective ends on a platen.

fourche - equipant un etai.fork - equipping a forest

La figure 5 illustre en vue en perspective schematique partielle << eclatee >> une portion d'extremite d'une ossature de poutre selon un deuxieme mode de realisation  FIG. 5 is a fragmentary diagrammatic fragmentary perspective view of an end portion of a beam structure according to a second embodiment.

de ['invention, ainsi qu'une piece de protection de l'extremite de la poutre.  of the invention, as well as a protective piece of the end of the beam.

Comme illustre figures 1 a 3 notamment, la poutre 1, 2 est constituee d'un tron,con de profile 3, 4, 5 creux dans une rainure longitudinale superieure duquel est insere un tasseau 6, 7 de bois; la poutre 1 (respectivement 2) presente un axe  As shown in FIGS. 1 to 3 in particular, the beam 1, 2 is constituted by a truncated con section 3, 4, 5 hollow in a longitudinal groove above which is inserted a cleat 6, 7 of wood; the beam 1 (respectively 2) has an axis

longitudinal 8 (respectivement 9), le long duquel s'etendent le profile et le tasseau.  longitudinal 8 (respectively 9), along which extend the profile and the cleat.

Le profile (tel que 3 figure 1) incorpore une pluralite de fibres 100 de verre qui s'etendent parallelement a l'axe 8, dans toute la section du profile (seules quelques fibres vent illustrees figure 1 pour ne pas nuire a sa clarte), et qui vent continues et  The profile (such as 3 figure 1) incorporates a plurality of glass fibers 100 extending parallel to the axis 8, throughout the section of the profile (only a few wind fibers illustrated in Figure 1 to not impair its clarity) , and that wind continuous and

noyees dans une matrice de polyester qu'elles renforcent.  embedded in a polyester matrix that they reinforce.

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Le profile comporte deux parois longitudinales principales 10, 11 qui s'etendent sensiblement le long de deux plans longitudinaux paralleles 12, 13 (figure 5) dont les  The profile comprises two main longitudinal walls 10, 11 which extend substantially along two parallel longitudinal planes 12, 13 (FIG.

traces respectives dans le plan de la figure 1 vent reperees 14,15.  respective traces in the plane of Figure 1 wind marked 14,15.

Chacune de ces parois presente dans sa partie centrale une epaisseur 16, 17 S qui est inferieure a son epaisseur 18, 19 en tete d'une part, ainsi qu'a son epaisseur  Each of these walls has in its central part a thickness 16, 17 S which is smaller than its thickness 18, 19 in the head on the one hand, and its thickness

, 21 en pied d'autre part., 21 feet on the other hand.

Chacune de ces parois presente - en tete - une extremite superieure coudee formant une aile superieure laterale 22, 23 proeminente par rapport a la face externe  Each of these walls has - at the head - an upper end curved forming an upper lateral wing 22, 23 protruding with respect to the outer face

24,25 de la paroi.24.25 from the wall.

L'extremite inferieure des parois 10, 11 est prolongee - en pied - par une aile inferieure 26, 27 epaisse formant une semelle d'appui du profile sur un support; chaque aile 26, 27 forme un genre de << T >> avec la paroi 10, 11 qu'elle prolonge respectivement (en vue en coupe transversale tel qu'illustre aux figures 1 et 3); I'epaisseur 28, 29 de ces ailes 26, 27 est superieure a l'epaisseur 16, 17 de la partie centrale des parois 10, 11 et est voisine de celle 20, 21 des extremites inferieures de  The lower end of the walls 10, 11 is extended - at the foot - by a thick lower wing 26, 27 forming a support plate of the profile on a support; each wing 26, 27 forms a kind of "T" with the wall 10, 11 which it extends respectively (in cross-sectional view as illustrated in Figures 1 and 3); The thickness 28, 29 of these wings 26, 27 is greater than the thickness 16, 17 of the central part of the walls 10, 11 and is close to that 20, 21 of the lower ends of

ces parois.these walls.

Chaque semelle 26, 27 comporte une portion 26a, 27a laterale << externe >> faisant saillie par rapport a la face externe 24, 25 des parois 10, 11, et comporte une portion 26b, 27b laterale << interne >' s'etendant dans le prolongement de la portion  Each sole 26, 27 has an outer "outer" portion 26a, 27a protruding from the outer face 24, 25 of the walls 10, 11, and comprises a portion 26b, 27b "internal" laterally extending in the extension of the portion

" externe >."external".

Chaque portion externe 26a, 27a des semelles 26, 27 est percee d'orifices 30 traversant la semelle, s'etendant selon des axes 31 qui forment un angle 32 avec les plans 12, 13 (de trace 14, 15) dont la valeur est voisine de 30 degree; de preference, ces orifices vent regulierement espaces le long des semelles d'un pas 33 (figure 5), les orifices situes d'un premier cote du profile (par exemple sur la portion 26a) etant situes a des positions - mesurees le long de l'axe longitudinal 8, 9 - qui vent decalees par rapport a la position des orifices situes d'un deuxieme cote du profile (par exemple sur la portion 27a); cela permet d'eviter que deux clous 34, 35 (figure 2) s'etendant au travers d'orifices sensiblement en regard l'un de l'autre, n'interferent ni ne deteriorent I'insert en bois (repere 7 figure 2) dans lequel ils vent plantes; dans le cas ou la valeur du decalage entre ces positions des per, cages opposes est egale a la moitie de leur pas 33 commun, les orifices vent alors disposes en quinconce le long - et de part et  Each outer portion 26a, 27a of the flanges 26, 27 is pierced with orifices 30 passing through the soleplate, extending along axes 31 which form an angle 32 with the planes 12, 13 (trace 14, 15) whose value is close to 30 degree; preferably, these orifices are regularly spaced along the soles of a pitch 33 (FIG. 5), the orifices situated at a first side of the profile (for example on the portion 26a) being located at measured positions along the the longitudinal axis 8, 9 - which are offset with respect to the position of the orifices located at a second side of the profile (for example on the portion 27a); this makes it possible to prevent two nails 34, 35 (FIG. 2) extending through orifices substantially facing each other, from interfering with or deteriorating the wooden insert (reference 7 FIG. ) in which they wind plants; in the case where the value of the offset between these positions of the opposing holes is equal to half of their common pitch, the orifices are then arranged in staggered rows along the

d'autre - d'un plan longitudinal median et de symetrie - du profile et de la poutre.  else - of a median longitudinal plane and symmetry - of the profile and the beam.

Les parois laterales principales 10, 11 vent reliees entre elles par deux parois longitudinales de liaison 36 et 37, qui vent paralleles entre elles et orthogonales aux parois 10, 11 (figures 1 a 4); dans la variante de realisation illustree figure 5, la paroi inferieure de liaison reperee 37a est coudee et relic les parois laterales 10, 11 par  The main lateral walls 10, 11 wind connected together by two longitudinal connecting walls 36 and 37, which wind parallel to each other and orthogonal to the walls 10, 11 (Figures 1 to 4); in the variant embodiment illustrated in FIG. 5, the lower linkage wall 37a is bent and connects the lateral walls 10, 11 with

l' i nterm ediai re des se m el les 26 et 27.  the first edition of the 26th and 27th.

Les parois 10, 11, 36, 37, les semelles 26, 27 et les ailes superieures 22, 23 constituent un profile obtenu par moulage de polyester et renforce par les fibres longitudinales 100; cette ossature de section constante est creuse, les parois 10, 11, 36, 37 delimitant une cavite centrale longitudinale 40 de section sensiblement rectangulaire; les portions superieures des parois 10 et 11 et la paroi 36 delimitent par ailleurs une rainure longitudinale superieure 41 recevant le tasseau 6, tandis que la paroi de liaison 37, 37a, les semelles 26, 27 (et les portions inferieures des parois 10, 11 figures 1 a 4) delimitent une rainure longitudinale inferieure 42 dans laquelle  The walls 10, 11, 36, 37, the flanges 26, 27 and the upper wings 22, 23 constitute a profile obtained by molding polyester and reinforced by the longitudinal fibers 100; this frame of constant section is hollow, the walls 10, 11, 36, 37 delimiting a longitudinal central cavity 40 of substantially rectangular section; the upper portions of the walls 10 and 11 and the wall 36 also delimit an upper longitudinal groove 41 receiving the cleat 6, while the connecting wall 37, 37a, the flanges 26, 27 (and the lower portions of the walls 10, 11 FIGS. 1 to 4) delimit a lower longitudinal groove 42 in which

peuvent coulisser des fetes 43 (rectanguiaires ou carree notamment) de vis 44.  can slide holidays 43 (rectangular or square) screw 44.

Une telle vis (figures 1 et 3) permet la fixation de la poutre 1, par sa base 26, 27, sur une platine 45 prevue a l'extremite superieure d'un etai 46 d'axe vertical 47, a  Such a screw (FIGS. 1 and 3) makes it possible to fix the beam 1, by its base 26, 27, on a plate 45 provided at the upper end of a stud 46 of vertical axis 47, a

['aide d'un ecrou 48 complementaire de la vis 44.  using a nut 48 complementary to the screw 44.

Dans le cas de la structure illustree figure 4, la platine 45 soutenue par l'etai 46 est rectangulaire et equipee a chacun de ses quatre angles d'une colonnette 49 servant de butee laterale pour les extremites respectives des deux poutres 1 reposant cote a cote sur la platine sans y etre fixees; dans le cas ou une poussee laterale est appliquee a une premiere des deux poutres, celles-ci s'appuient l'une sur l'autre a la fois par leurs ailes superieures proeminentes (22, 23 figure 1) et par leurs portions externes de semelles (26a, 27a figure 1), lorsque la largeur 39 en pied de ces poutres  In the case of the structure shown in Figure 4, the plate 45 supported by the stay 46 is rectangular and equipped at each of its four corners a baluster 49 serving as a side stop for the respective ends of the two beams 1 resting side by side on the stage without being fixed; in the case where a lateral thrust is applied to a first of the two beams, they are supported one on the other by both their upper wings proeminentes (22, 23 Figure 1) and their outer portions of soles (26a, 27a Figure 1), when the width 39 at the foot of these beams

est egale a leur largeur 38 en fete.  is equal to their width 38 in party.

Les faces internee 50, 51 (figure 5) des portions superieures des parois 10, 11, qui pincent le tasseau loge dans la rainure 41, vent lisses et sensiblement paralleles; le tasseau est insere sans jeu dans cette rainure, sa face superieure 52 etant sensiblement affleurante ou en leger retrait (en creux) - de quelques dixiemes de millimetres - par rapport a la face d'appui superieure 53, 54 des ailes 22, 23 (figure 1);  The inner faces 50, 51 (Figure 5) of the upper portions of the walls 10, 11, which grip the cleat housed in the groove 41, wind smooth and substantially parallel; the cleat is inserted without play in this groove, its upper face 52 being substantially flush or slightly recessed (hollow) - a few tenths of millimeters - with respect to the upper bearing face 53, 54 of the wings 22, 23 ( figure 1);

8 28400018 2840001

le maintien en position du tasseau dans la rainure peut etre en outre complete par des vis auto-taraudeuses s'etendant au travers des parois 10 et 11 du profile et penetrant  the holding in position of the batten in the groove can be further supplemented by self-tapping screws extending through the walls 10 and 11 of the profile and penetrant

dans le tasseau.in the cleat.

La rainure inferieure 42 illustree figures 1 a 3 presente en partie superieure S une premiere largeur 55 (figure 2) adaptee aux dimensions d'un premier type de tete de vis; elle presente en partie mediane une deuxieme largeur 56 inferieure a la  The lower groove 42 illustrated in FIGS. 1 to 3 has, in the upper part, a first width 55 (FIG. 2) adapted to the dimensions of a first type of screw head; it has in part median a second width 56 less than the

premiere largueur 55 et adaptee aux dimensions d'un deuxieme type de tete de vis -  first width 55 and adapted to the dimensions of a second type of screw head -

ou autre organe de liaison - distinct du premier type; la rainure 42 presente en partie inferieure une embouchure delimitee par les semelles, dont la largeur 57 est inferieure a la deuxieme largeur 56 et adaptee a la partie filetee - ou moyen equivalent - des vis  or other liaison body - distinct from the first type; the groove 42 has, at the bottom part, a mouth delimited by the flanges, whose width 57 is smaller than the second width 56 and adapted to the threaded part - or equivalent means - of the screws

desdits premier et deuxieme types.said first and second types.

Comme illustre figure 2, le tasseau 6 de la poutre 1 permet le clouage d'un panneau de coffrage 58 supporte par la poutre 1, tandis que le tasseau 7 de la poutre  As illustrated in Figure 2, the batten 6 of the beam 1 allows the nailing of a formwork panel 58 supported by the beam 1, while the batten 7 of the beam

2 permet le clouage des semelles 26 et 27 de la poutre 1 supportee par la poutre 2.  2 allows the nailing of the flanges 26 and 27 of the beam 1 supported by the beam 2.

Par reference a la figure 5, une piece 59 metallique est prevue pour etre solidarisee a chaque extremite de poutre, pour la proteger contre les chocs; cette piece, qui peut etre obtenue par decoupe et pliage de tole, comporte une partie centrale plane rectangulaire 60 apte a obturer une partie substantielle de ['embouchure de la cavite 40, deux premieres ailes planes 61 apses a etre inserees dans la cavite 40 et a s'etendre le long de la face interne des parois 10, 11 de la poutre, et deux deuxiemes ailes planes 62 s'etendant dans le prolongement des ailes 61, apses a etre inserees dans la rainure 41 et a s'etendre le long des faces 50 et 51 de paroi  With reference to FIG. 5, a metal piece 59 is provided to be secured to each end of the beam, to protect it against shocks; this piece, which can be obtained by cutting and bending sheet metal, comprises a flat rectangular central part 60 able to seal a substantial part of the mouth of the cavity 40, two first planar wings 61 to be inserted in the cavity 40 and extending along the inner face of the walls 10, 11 of the beam, and two second planar wings 62 extending in the extension of the wings 61, apses to be inserted into the groove 41 and to extend along wall faces 50 and 51

delimitant cette rainure.delimiting this groove.

Chaque piece d'extremite 59 est de preference solidarisee aux parois 10, 11 de la poutre par des vis auto-perceuses s'etendant au travers de ces parois et des ailes  Each end piece 59 is preferably secured to the walls 10, 11 of the beam by self-drilling screws extending through these walls and wings

61 et 62 de la piece.61 and 62 of the piece.

Les poutres selon ['invention peuvent etre obtenues par la technique de pultrusion permettant d'obtenir des tron,cons de profiles renforces de fibres; ces  The beams according to the invention can be obtained by the pultrusion technique making it possible to obtain sections of reinforced fiber profiles; these

tron,cons vent ensuite perces et equipes d'un tasseau et de deux pieces d'extremite.  tron, then cons drows and equipped with a cleat and two pieces of extremite.

9 28400019 2840001

rr

Claims (12)

REVENDICATIONS 1. Poutre (1, 2) caracterisee en ce qu'elle comporte une ossature ou profile en matiere plastique renforcee, I'ossature ou profile delimitant une rainure (41) longitudinale et comportant une semelle (26, 27), la poutre comportant un tasseau (6, 7) de bois engage dans la rainure, la semelle comportant une ou plusieurs cavite(s)  1. Beam (1, 2) characterized in that it comprises a frame or profile reinforced plastic, the structure or profile delimiting a groove (41) longitudinal and having a sole (26, 27), the beam having a cleat (6, 7) engaged in the groove, the sole having one or more cavities (30, 42) apse(s) a cooperer avec des organes (34, 35, 43, 44) de fixation.  (30, 42) adapted to cooperate with fastening members (34, 35, 43, 44). 2. Poutre selon la revendication 1, dans laquelle la semelle comporte une pluralite  Beam according to claim 1, wherein the sole comprises a plurality d'orifices (30) con,cus pour recevoir des clous (34, 35).  orifices (30) designed to receive nails (34, 35). 3. Poutre selon la revendication i ou 2, dans laquelle la semelle comporte - et/ou  Beam according to claim 1 or 2, wherein the sole comprises - and / or delimite - une rainure (42) con,cue pour recevoir une tete (43) de vis (44).  delimit - a groove (42) designed to receive a head (43) of screws (44). 4. Poutre de coffrage selon l'une quelconque des revendications 1 a 3, dans  4. Formwork beam according to any one of claims 1 to 3, in laquelle l'ossature ou profile comporte des fibres (100) longitudinales noyees dans une  which frame or profile comprises longitudinal fibers (100) embedded in a matrice thermodurcissable.thermosetting matrix. 5. Pout're selon l'une quelconque des revendications 1 a 4, dans laquelle  5. Pout're according to any one of claims 1 to 4, wherein I'ossature ou profile comporte deux parois principales (10, 11), deux ailes superieures (22, 23) prolongeant les parois principales (10, 11) et bordant l'ouverture de la rainure (41) recevant le tasseau, et deux ailes (26, 27) inferieures prolongeant les parois principales (10, 11) et formant la semelle, I'epaisseur des ailes (22, 23, 26, 27) etant  The groove or profile comprises two main walls (10, 11), two upper wings (22, 23) extending the main walls (10, 11) and bordering the opening of the groove (41) receiving the cleat, and two wings (26, 27) extending the main walls (10, 11) and forming the sole, the thickness of the wings (22, 23, 26, 27) being superieure a l'epaisseur (16, 17) de la partie centrale des parois (10, 11) principales.  greater than the thickness (16, 17) of the central part of the main walls (10, 11). 6" Poutre selon iune quelconcZue des revendications 1 a 5' dont la argeur er ete  6 "Beam according to iune quelconcZue of claims 1 to 5 'whose arg er was (38) est egale a sa largeur en pied (393.  (38) is equal to its foot width (393. 7. Poutre selon l'une quelconque des revendications 3 a 6 dans laquelle la rainure  7. Beam according to any one of claims 3 to 6 wherein the groove (42) s'etend longitudinalement et est con,cue pour recevoir au moins deux types de tete d'organes de liaison presentant au moins deux geometries distinctes, qui peuvent  (42) extends longitudinally and is adapted to receive at least two types of connecting body heads having at least two distinct geometries, which can coulisser dans cette rainure.slide in this groove. 8. Poutre selon l'une quelconque des revendications 1 a 7, dans laquelle  8. Beam according to any one of claims 1 to 7, wherein l'ossature ou profile delimite une cavite longitudinale (40), et qui comporte deux pieces  the frame or profile delimits a longitudinal cavity (40), and which comprises two parts (59) apses a obturer la cavite et a proteger les extremites de la poutre contre les chocs.  (59) Apses to seal the cavity and protect the ends of the beam against shocks. ll 28400012840001 9. Poutre selon l'une quelconque des revendications 1 a 8, dans laquelle les faces  9. Beam according to any one of claims 1 to 8, wherein the faces internes(50, 51) des parois pin,cant le tasseau, et/ou les faces externes (24, 25) des  internals (50, 51) of the pine walls, cant the cleat, and / or the outer faces (24, 25) of parois principales (1 O. 11) vent denuees de nervures et/ou de rainures.  main walls (1 O. 11) wind lacking ribs and / or grooves. 10. Floutre selon l'une quelconque des revendications 1 a 9, qui presente une  The blur as claimed in any one of claims 1 to 9, which has a S hauteur yoisine de 160 mm et une masse lineique inferieure ou egale a 5 kg/metre.  Its height is 160 mm and a linear mass less than or equal to 5 kg / meter. 11. Procede de fabrication de poutres (1, 2) de coffrage comportant les operations suivantes: I À On impregne, en continu, des fibres (100) avec une resine | thermodurcissabie, 1 À On fait passer les fibres impregnees de resine au travers d'un moule ou filiere - de fa,con a former en sortie du moule un profile de la forme souhaitee de la poutre, qui comporte une cavite longitudinale (40) en | partie centrale, deux semelles (26, 27) en pied et une rainure (41) en I fete, ! l5 À On provoque la polymerisation de la resine du profile par chauffage, en particulier par passage dans un four, 1., À. On coupe le profile en trongons de longueur souhaitee pour la poutre, -. À On perce chaque semelle de cheque poutre d'une pluralite d'orifices (30), qui vent de preference regulierement repartis le long de chaque I semelle, À À On insere dans la rainure de la poutre un tasseau (6, 7) de bois presentant une longueur sensiblement identique a celle de la poutre, et l t À On fixe a chacune des deux extremites de chaque poutre une piece (59)  11. A method of manufacturing formwork beams (1, 2) comprising the following operations: I A Continuously impregnated fibers (100) with a resin | The resin impregnated fibers are passed through a mold or die to form a profile of the desired shape of the beam, which has a longitudinal cavity (40) in the form of a mold. | central portion, two flanges (26, 27) in the foot and a groove (41) in I fete,! The polymerization of the profile resin is caused by heating, in particular by passing through a furnace, 1., A. The profile is cut into lengths of desired length for the beam. Each bead beam flange is pierced with a plurality of orifices (30), which wind is preferably distributed regularly along each flange, to which a cleat (6, 7) is inserted into the groove of the beam. wood having a length substantially identical to that of the beam, and lt A is fixed at each of the two ends of each beam one piece (59) I de protection de cette extremite contre les chocs.  I protect this end against shocks. 12. Procede selon la revendication 11, dans lequel on utilise une resine polyester et des fibrel de verre dont la teneur ponderale dans l'ossature est situee dans une plage  The method according to claim 11, wherein a polyester resin and glass fibrel are used, the weight content of which in the framework is within a range. allant de 40 % a 80 %.ranging from 40% to 80%.
FR0206414A 2002-05-27 2002-05-27 FORMING BEAM AND METHOD OF MANUFACTURING THE SAME Expired - Lifetime FR2840001B1 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2253084A1 (en) * 2004-11-15 2006-05-16 Sanchez Jaime Enrique Jimenez Thermoplastic extrusion method for mechanism for model airplanes involves providing profile with closed tube form comprised of thin wall
WO2007060702A1 (en) * 2005-11-28 2007-05-31 Ezio Sedran Beam in plastic for the construction of formwork for horizontal building structures.
WO2012122576A1 (en) * 2011-03-11 2012-09-20 Hohenthanner Gerhard Construction element
CN112459461A (en) * 2020-12-16 2021-03-09 安徽一诺青春工业设计有限公司灵璧分公司 Building pouring top plate convenient to assemble

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3247639A (en) * 1963-11-13 1966-04-26 Rambelle Robert Dela Form supporting girder for use in concrete construction
US4133155A (en) * 1977-06-29 1979-01-09 Oelrich Lee D Joist structure
GB2090901A (en) * 1981-01-14 1982-07-21 Anthes Equip Ltd Floor formwork
EP0279049A2 (en) * 1987-02-19 1988-08-24 Niels Dipl.-Ing. Hollmann Shuttering board-support for concrete shutterings
US5398909A (en) * 1993-09-13 1995-03-21 Channel Form Systems Inc. Channel beam and T-bolt system
FR2715959A1 (en) 1994-02-04 1995-08-11 Jalmat Support beam for coffering panels

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3247639A (en) * 1963-11-13 1966-04-26 Rambelle Robert Dela Form supporting girder for use in concrete construction
US4133155A (en) * 1977-06-29 1979-01-09 Oelrich Lee D Joist structure
GB2090901A (en) * 1981-01-14 1982-07-21 Anthes Equip Ltd Floor formwork
EP0279049A2 (en) * 1987-02-19 1988-08-24 Niels Dipl.-Ing. Hollmann Shuttering board-support for concrete shutterings
US5398909A (en) * 1993-09-13 1995-03-21 Channel Form Systems Inc. Channel beam and T-bolt system
FR2715959A1 (en) 1994-02-04 1995-08-11 Jalmat Support beam for coffering panels

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2253084A1 (en) * 2004-11-15 2006-05-16 Sanchez Jaime Enrique Jimenez Thermoplastic extrusion method for mechanism for model airplanes involves providing profile with closed tube form comprised of thin wall
WO2007060702A1 (en) * 2005-11-28 2007-05-31 Ezio Sedran Beam in plastic for the construction of formwork for horizontal building structures.
WO2012122576A1 (en) * 2011-03-11 2012-09-20 Hohenthanner Gerhard Construction element
CN112459461A (en) * 2020-12-16 2021-03-09 安徽一诺青春工业设计有限公司灵璧分公司 Building pouring top plate convenient to assemble

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