EP2671698A1 - Bench for manufacturing girders by extrusion - Google Patents
Bench for manufacturing girders by extrusion Download PDFInfo
- Publication number
- EP2671698A1 EP2671698A1 EP20130170491 EP13170491A EP2671698A1 EP 2671698 A1 EP2671698 A1 EP 2671698A1 EP 20130170491 EP20130170491 EP 20130170491 EP 13170491 A EP13170491 A EP 13170491A EP 2671698 A1 EP2671698 A1 EP 2671698A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- decking
- grid
- longitudinal members
- teeth
- retaining
- 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.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 11
- 238000001125 extrusion Methods 0.000 title 1
- 238000009434 installation Methods 0.000 claims abstract description 23
- 230000002452 interceptive effect Effects 0.000 claims abstract description 3
- 239000004567 concrete Substances 0.000 claims description 27
- 238000005266 casting Methods 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 5
- 238000009987 spinning Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 239000011513 prestressed concrete Substances 0.000 claims description 2
- 230000000284 resting effect Effects 0.000 description 4
- 238000005452 bending Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 229940082150 encore Drugs 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000009974 thixotropic effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/084—Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/06—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
Definitions
- the invention relates to a bench for manufacturing girders by spinning, of the type known from the patent document FR241040 , that is to say comprising a rectangular decking of great length carrying a moving element moved at regular intervals along the decking to pour the concrete beams in successive series.
- the mobile equipment comprises a grid resting on the decking, this grid being formed of a series of longitudinal members parallel to the longitudinal direction of the decking, laterally spaced from each other and rigidly secured to each other by a front cross member and a rear cross member located in the upper face of this grid.
- the concrete is poured on the grid resting motionless on the decking, to form a series of beams, that is to say a beam in each space transversely separating two longitudinal members.
- the moving equipment is then moved longitudinally before casting another series of beams spaced from the previous along the decking.
- These manufactured beams are prestressed, that is to say that they integrate strained longitudinal metal wires or cables.
- Each prestressing wire is stretched over the decking, and extends along the main direction of the decking being located between two longitudinal members of the grid.
- several prestressing wires may extend between each pair of contiguous spars, being for example located one above the other.
- the front end of the grid is equipped with a concrete retaining comb and guiding the prestressing wires to optimize their lateral and vertical positioning.
- This mobile comb has a series of teeth interposed between the longitudinal members, and it is movable longitudinally with respect to the grid.
- Each tooth of the comb has a section corresponding to the space between the two longitudinal members between which it is interposed, that is to say a shape corresponding to the section of beam to be manufactured, so as to retain the concrete.
- Each tooth of this comb further comprises holes through which pre-stressing son to maintain these son in position.
- each tooth is first engaged on the wire or son it must guide, before powering these son above the decking.
- the grid is then applied to the decking, before engaging each tooth between the two longitudinal members that correspond to it.
- a support beam is attached to the upper part of the teeth to be rigidly secured to these teeth so as to form the movable comb along the grid body.
- the grid further comprises at its rear end a movable flap between a low concrete retaining position and a high release position.
- a movable flap between a low concrete retaining position and a high release position.
- the concrete When the grid is in place on the decking, with its mobile comb at its front end and its rear door in the low position, the concrete is poured into the spaces between each pair of contiguous spars, along the entire length of the grid. Additionally, it can be expected to vibrate this concrete and smooth its upper face to improve the quality of manufacture.
- an operator blocks the mobile comb in translation relative to the decking, by means of appropriate equipment, and raises the rear door.
- the grid can then be moved forward along the decking: the mobile comb relative to the grid being blocked in translation relative to the decking, it holds the concrete beams in place, while the rest of the grid with its Spars is moved forward.
- the object of the invention is to propose a solution to remedy this drawback.
- the guide teeth being fixed relative to the longitudinal members of the grid, they provide guidance and therefore precise positioning of the prestressing wires, which makes it possible to reduce the rate of rejection due to the beams too strongly curved at the from their manufacture.
- the invention also relates to an installation as defined above, further comprising means for locking the immovable holding comb in translation relative to the decking.
- each concrete retaining tooth comprises a plurality of points for its vertical insertion straddling one or more prestressing cables.
- the invention also relates to an installation as defined above, wherein the retaining comb is vertically movable relative to the longitudinal members between a low position in which the retaining teeth are inserted between the longitudinal members and a raised position in which the teeth restraint are released from the side members.
- the idea underlying the invention lies in the finding that the teeth of the known machine insufficiently guide the prestressing cables because they have significant lateral play made necessary by their longitudinal mobility relative to the rest of the wire rack.
- the invention is based on the separation between the yarn guiding function and the retaining function of the concrete: there is provided a fixed yarn guide comb and a movable concrete stopping comb which are separate for separately guiding the yarns and the retention of concrete.
- the grid of the installation according to the invention which is represented in figure 1 1, comprises a set of longitudinal members 2 extending parallel to a longitudinal direction AX being spaced from each other laterally, that is to say transversely this direction AX.
- These rails 2 are secured to each other by means of two cross members 3 and 4 respectively located at the front and rear of the assembly formed by the longitudinal members 2 being located on the upper face of these longitudinal members.
- the assembly constituted by the longitudinal members 2 and the crosspieces 3 and 4 by which they are secured to each other constitutes a grid body, indicated by 6.
- the longitudinal members 2 and the crosspieces 3 and 4 are metal sections of rectangular section, T, I, or other, and they are joined to each other by welding to the crosspieces 3 and 4.
- the grid 1 is part of an unrepresented moving assembly, which is carried by a not shown deck, rectangular in shape and having a length much greater than the length of the grid 1.
- the decking and the moving equipment are provided with means with which the moving element moves rectilinearly along the decking.
- These guide means comprise for example two parallel side rails along the edges of the deck, the movable assembly being provided with corresponding wheels by which it rolls on these rails.
- the mobile equipment typically carries means for pouring concrete on the grid 1 and means for vibrating the concrete once poured, so that it fills correctly by thixotropic effect each space between two longitudinal members.
- the installation further comprises, at each end of the decking, means for setting in position of prestressing wires and mechanical stressing of these stress wires which are marked by 7 in the figure 1 .
- These son extend parallel to each other above the flat upper face and metal decking, being laterally spaced from each other by a distance corresponding to the distance separating each pair of contiguous spars 2.
- each prestressing wire 7 passes between two longitudinal members 2 of this grid, to be coated by the constituent concrete of the beam manufactured between the two longitudinal members in question.
- the gate body 6 is equipped on the one hand with a concrete retaining comb 8 which is movable in translation relative to the gate body 6 in the longitudinal direction AX, and on the other hand a fixed comb 9 for guiding the prestressing wires which is rigidly secured to the gate body 6 when the gate 1 is in use.
- the mobile concrete retaining comb 8 comprises a series of retaining teeth 11, one of which is shown in greater detail in the figure 2 . As visible in this figure, this tooth 11 has two points or branches 12 and 13, intended to overlap a prestressing wire extending on either side of it while fitting into the space delimited by two contiguous spars 2.
- the points 12 and 13 of each tooth 11 is spaced from each other by a distance significantly greater than the diameter of the prestressing wires 2, so as not to modify the lateral or vertical position of the prestressing wires.
- the width of the assembly constituted by the two points is substantially less than the distance separating two longitudinal members 2 contigus so as to provide sufficient lateral clearance to allow unhindered sliding of the mobile comb 8 along the side members.
- each tooth 11 relatively imperfectly close the section in which they are engaged, delimited by the two longitudinal members 2 between which is engaged the tooth 11, but this relatively imperfect closure remains sufficient to retain the concrete in place when it bears on these teeth 11.
- the different double teeth 11 of the mobile comb 8 are carried by a main cross member 14 to which they are welded by their respective upper ends, this upper cross member resting on the upper face of the longitudinal members 2.
- the main cross member 14 is oriented transversely and extends laterally beyond the gate body 6. This cross member 14 is provided at its free ends with means not shown for its immobilization relative to the deck, to pull the gate body 6 along the decking by sliding it in the immobilized comb 8, which corresponds to the situation of the figure 1 .
- This movable retaining comb 8 can advantageously be raised and lowered at will with respect to the grid body 6, which allows it to be reassembled to remove the residual concrete remained attached to its teeth in order to effectively clean this mobile comb 8 in progress. exploitation.
- the comb 9 for guiding the prestressing wires which is fixed with respect to the gate body 6 when the installation is in use, comprises a series of guide teeth 16 each inserted between two contiguous longitudinal members 2. As visible in FIG. figure 3 , this fixed guide comb 9 also comprises a cross member 17, which is welded to the upper face of the gate body 6, and serving to secure each tooth 16 to the gate body.
- the cross member 17 has at one of its transverse edges a notch at each interval separating two side members 2 contiguous. Each notch extends longitudinally in the direction AX, and each tooth 16 has its body engaged between the two longitudinal members 2, and its upper head recessed or nested in the corresponding notch of the crosspiece 17. This embedding can optionally be achieved by force with a mass.
- Additional locking means of each tooth 16, not shown, may also be provided.
- a removable additional crossbar can be reported, after embedding all the teeth 16, along the edge of the cross member 17 which has the notches, which then allows to completely imprison each tooth head 16 to rigidly secure to the grid body.
- Each tooth 16 may for example be made of plastic material, being dimensioned to close the section separating two side members 2 contiguous with the lowest possible clearance. As visible in the figure 3 each tooth 16 has one or more through holes 18 passing through the tooth in the longitudinal direction AX when the assembly is in use.
- Each through hole 18 has a diameter very close to the diameter of the prestressing wires 2: the vertical and lateral position of the wires in the section of the beam is thus defined by the position of the through holes 18 of the guide teeth 16.
- each guide tooth 16 can bear on the side faces of the longitudinal members 2 between which it is inserted.
- a wedge system placed between the lateral surface of the tooth 16 and the lateral surface of the spar 2 can also be provided to laterally position the tooth 16 very precisely in the lateral direction.
- the positioning teeth 16 are engaged on the prestressing wires 7 during the installation of these prestressing wires on the decking.
- the moving equipment is then installed on the decking, after which the positioning teeth 16 are engaged in their slots and notches at the grid 1, and they are locked in these locations.
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
L'invention concerne un banc de fabrication de poutrelles par filage, du type connu du document de brevet
Dans une telle installation, l'équipage mobile comporte une grille reposant sur le platelage, cette grille étant formée d'une série de longerons parallèles à la direction longitudinale du platelage, espacés latéralement les uns des autres et rigidement solidarisés les uns aux autres par une traverse avant et une traverse arrière situées en face supérieure de cette grille.In such an installation, the mobile equipment comprises a grid resting on the decking, this grid being formed of a series of longitudinal members parallel to the longitudinal direction of the decking, laterally spaced from each other and rigidly secured to each other by a front cross member and a rear cross member located in the upper face of this grid.
En fonctionnement, le béton est coulé sur la grille reposant immobile sur le platelage, pour former une série de poutrelles, c'est-à-dire une poutrelle dans chaque espace séparant transversalement deux longerons. L'équipage mobile est ensuite déplacé longitudinalement avant de procéder au coulage d'une autre série de poutrelles espacée de la précédente le long du platelage.In operation, the concrete is poured on the grid resting motionless on the decking, to form a series of beams, that is to say a beam in each space transversely separating two longitudinal members. The moving equipment is then moved longitudinally before casting another series of beams spaced from the previous along the decking.
Ces poutrelles fabriquées sont précontraintes, c'est-à-dire qu'elles intègrent des fils ou câbles métalliques longitudinaux tendus. Chaque fil de précontrainte est tendu au dessus du platelage, et s'étend selon la direction principale de ce platelage en étant situé entre deux longerons de la grille. En pratique plusieurs fils de précontrainte peuvent s'étendre entre chaque paire de longerons contigus, en étant par exemple situés les uns au dessus des autres.These manufactured beams are prestressed, that is to say that they integrate strained longitudinal metal wires or cables. Each prestressing wire is stretched over the decking, and extends along the main direction of the decking being located between two longitudinal members of the grid. In practice, several prestressing wires may extend between each pair of contiguous spars, being for example located one above the other.
L'extrémité avant de la grille est équipée d'un peigne de retenue du béton et de guidage des fils de précontrainte pour optimiser leur positionnement latéral et vertical. Ce peigne mobile comporte une série de dents intercalées entre les longerons, et il est déplaçable longitudinalement par rapport à la grille.The front end of the grid is equipped with a concrete retaining comb and guiding the prestressing wires to optimize their lateral and vertical positioning. This mobile comb has a series of teeth interposed between the longitudinal members, and it is movable longitudinally with respect to the grid.
Chaque dent du peigne présente une section correspondant à l'espace séparant les deux longerons entre lesquels elle est intercalée, c'est-à-dire une forme correspondant à la section de poutrelle à fabriquer, de manière à retenir le béton. Chaque dent de ce peigne comporte en outre des trous traversés par des fils de précontrainte pour maintenir ces fils en position.Each tooth of the comb has a section corresponding to the space between the two longitudinal members between which it is interposed, that is to say a shape corresponding to the section of beam to be manufactured, so as to retain the concrete. Each tooth of this comb further comprises holes through which pre-stressing son to maintain these son in position.
Lors de la préparation d'une campagne de fabrication de poutrelles par filage, chaque dent est d'abord engagée sur le ou les fils qu'elle doit guider, avant mise sous tension de ces fils au dessus du platelage. La grille est ensuite appliquée sur le platelage, avant d'engager chaque dent entre les deux longerons qui lui correspondent. Une fois que toutes les dents sont en place au même niveau le long de la grille, une poutre support est rapportée en partie supérieure des dents pour être solidarisée rigidement à ces dents de façon à constituer le peigne mobile le long du corps de grille.During the preparation of a spinning joists manufacturing campaign, each tooth is first engaged on the wire or son it must guide, before powering these son above the decking. The grid is then applied to the decking, before engaging each tooth between the two longitudinal members that correspond to it. Once all the teeth are in place at the same level along the grid, a support beam is attached to the upper part of the teeth to be rigidly secured to these teeth so as to form the movable comb along the grid body.
La grille comporte encore à son extrémité arrière un volet mobile entre une position basse de retenue du béton et une position haute de libération. Lorsque le volet est en position basse les dents qu'il comporte à son bord inférieur sont insérées entre les fils et les longerons pour retenir le béton, et lorsque ce volet est relevé, l'espace situé entre les fils et les longerons est laissé libre.The grid further comprises at its rear end a movable flap between a low concrete retaining position and a high release position. When the flap is in the low position the teeth it has at its lower edge are inserted between the son and the longitudinal members to retain the concrete, and when the flap is raised, the space between the son and the side members is left free .
Lorsque la grille est en place sur le platelage, avec son peigne mobile à son extrémité avant et son volet arrière en position basse, le béton est coulé dans les espaces situés entre chaque paire de longerons contigus, sur toute la longueur de la grille. Additionnellement, il peut être prévu de vibrer ce béton et de lisse sa face supérieur pour améliorer la qualité de fabrication.When the grid is in place on the decking, with its mobile comb at its front end and its rear door in the low position, the concrete is poured into the spaces between each pair of contiguous spars, along the entire length of the grid. Additionally, it can be expected to vibrate this concrete and smooth its upper face to improve the quality of manufacture.
A ce stade, un opérateur bloque le peigne mobile en translation par rapport au platelage, au moyen d'un équipement approprié, et il relève le volet arrière. La grille peut alors être déplacée vers l'avant le long du platelage : le peigne mobile par rapport à la grille étant bloqué en translation par rapport au platelage, il retient en place le béton des poutrelles, pendant que le reste de la grille avec ses longerons est déplacé vers l'avant.At this stage, an operator blocks the mobile comb in translation relative to the decking, by means of appropriate equipment, and raises the rear door. The grid can then be moved forward along the decking: the mobile comb relative to the grid being blocked in translation relative to the decking, it holds the concrete beams in place, while the rest of the grid with its Spars is moved forward.
Lorsque la grille a été suffisamment avancée, elle est à nouveau immobilisée sur le platelage, en vue de la fabrication d'une autre série de poutrelles. Le peigne mobile qui est situé en partie arrière de la grille est alors débloqué par rapport au platelage, et ramené à l'avant de la grille, et le volet arrière de la grille est abaissé. On peut alors procéder au coulage du béton d'une nouvelle série de poutrelles espacées de la première série.When the grid has been sufficiently advanced, it is again immobilized on the decking, for the manufacture of another series of beams. The movable comb which is located in the rear part of the grid is then released relative to the decking, and brought to the front of the grid, and the rear gate of the grid is lowered. It is then possible to pour the concrete from a new series of beams spaced from the first series.
En pratique, le calage latéral des fils de précontrainte n'est pas satisfaisant, ce qui peut conduire à produire des poutrelles courbées qui ne sont pas acceptables. En effet, lorsque les câbles de précontraintes sont mal centrés par rapport à la section de la poutrelle, ils mettent la poutrelle en flexion. Il s'ensuit qu'une quantité trop importante de poutrelles doit être mise au rebut à l'issue de chaque campagne de production.In practice, the lateral setting of the prestressing wires is not satisfactory, which can lead to producing curved beams that are not acceptable. Indeed, when the prestressing cables are poorly centered relative to the section of the beam, they put the beam in bending. As a result, too many beams must be discarded at the end of each production season.
Le but de l'invention est de proposer une solution pour remédier à cet inconvénient.The object of the invention is to propose a solution to remedy this drawback.
A cet effet, l'invention a pour objet une 1. Installation de fabrication de poutrelles en béton précontraint par filage, comportent :
- un platelage métallique rectangulaire fixe s'étendant horizontalement en étant orienté selon une direction longitudinale ;
- un équipage mobile porté par le platelage et comprenant une grille incluant une série de profilés longitudinaux espacés les uns des autres latéralement tout en étant rigidement solidarisés les uns aux autres ;
- des moyens de guidage de l'équipage mobile le long du platelage ;
- des moyens de maintien d'un ensemble de câbles de précontrainte s'étendant longitudinalement au dessus du platelage, chaque câble étant destiné à se placer entre deux longerons de la grille ;
pour fabriquer des séries de poutrelles en coulant pour chaque série du béton dans les espaces séparant latéralement les longerons de la grille immobilisée sur le platelage avant de déplacer cette grille le long du platelage pour procéder au coulage d'une nouvelle série de poutrelles, jusqu'à avoir parcouru toute la longueur du platelage, cette installation comprenant encore ; - d'une part des dents de guidage des câbles, insérées chacune entre deux longerons contigus, ces dents de guidage étant rigidement solidarisées à la grille lorsque l'installation est en service ;
- d'autre part des dents de retenue du béton, insérées chacune entre deux longerons contigus en étant distinctes des dents de guidage des câbles, ces dents de retenue étant solidarisées les unes aux autres par une traverse pour constituer un peigne de retenue qui est mobile en translation longitudinalement par rapport aux longerons sans interférer avec les câbles de précontrainte.
- a fixed rectangular metal decking extending horizontally and oriented in one direction longitudinal;
- a mobile equipment carried by the decking and comprising a grid including a series of longitudinal sections spaced from each other laterally while being rigidly secured to each other;
- means for guiding the moving equipment along the decking;
- means for holding a set of prestressing cables extending longitudinally above the decking, each cable being intended to be placed between two longitudinal members of the grid;
to manufacture series of beams by casting for each series of the concrete in the spaces separating laterally the longitudinal members of the grid immobilized on the decking before moving this grid along the decking to proceed with the casting of a new series of beams, until to have traveled the entire length of the decking, this installation still including; - on the one hand cable guide teeth, each inserted between two adjacent longitudinal members, these guide teeth being rigidly secured to the grid when the installation is in use;
- on the other hand concrete retaining teeth, each inserted between two adjacent longitudinal members being distinct from the cable guide teeth, these retaining teeth being secured to each other by a cross member to form a retaining comb which is movable in longitudinal translation with respect to the longitudinal members without interfering with the prestressing cables.
Selon l'invention, les dents de guidage étant fixes par rapport aux longerons de la grille, elles assurent un guidage et donc un positionnement précis des fils de précontrainte, qui permet de réduire le taux de rebut dû aux poutrelles trop fortement courbées à l'issue de leur fabrication.According to the invention, the guide teeth being fixed relative to the longitudinal members of the grid, they provide guidance and therefore precise positioning of the prestressing wires, which makes it possible to reduce the rate of rejection due to the beams too strongly curved at the from their manufacture.
L'invention concerne également une installation telle que définie ci-dessus, comprenant en outre des moyens pour bloquer le peigne de retenue immobile en translation par rapport au platelage.The invention also relates to an installation as defined above, further comprising means for locking the immovable holding comb in translation relative to the decking.
L'invention concerne également une installation telle que définie ci-dessus, dans laquelle chaque dent de retenue du béton comporte plusieurs pointes permettant son insertion verticale à cheval sur un ou plusieurs câbles de précontrainte.The invention also relates to an installation as defined above, wherein each concrete retaining tooth comprises a plurality of points for its vertical insertion straddling one or more prestressing cables.
L'invention concerne également une installation telle que définie ci-dessus, dans laquelle le peigne de retenue est mobile verticalement par rapport aux longerons entre une position basse dans laquelle les dents de retenue sont insérées entre les longerons et une position relevée dans laquelle les dents de retenue sont dégagées des longerons.The invention also relates to an installation as defined above, wherein the retaining comb is vertically movable relative to the longitudinal members between a low position in which the retaining teeth are inserted between the longitudinal members and a raised position in which the teeth restraint are released from the side members.
-
La
figure 1 est une représentation schématique montrant en vue de dessus la grille de l'installation selon l'invention ;Thefigure 1 is a schematic representation showing in plan view the grid of the installation according to the invention; -
La
figure 2 est une représentation schématique montrant une dent du peigne mobile de retenue du béton équipant la grille de l'installation selon l'invention ;Thefigure 2 is a schematic representation showing a tooth of the movable retaining comb of the concrete equipping the grid of the installation according to the invention; -
La
figure 3 est une représentation schématique montrant les dents du peigne fixe de guidage des câbles de précontrainte équipant la grille de l'installation selon l'invention.Thefigure 3 is a schematic representation showing the teeth of the fixed guide comb of the prestressing cables equipping the grid of the installation according to the invention.
L'idée à la base de l'invention réside dans le constat selon lequel les dents de la machine connue guident insuffisamment les câbles de précontrainte du fait qu'elles ont un jeu latéral important rendu nécessaire par leur mobilité longitudinale par rapport au reste de la grille.The idea underlying the invention lies in the finding that the teeth of the known machine insufficiently guide the prestressing cables because they have significant lateral play made necessary by their longitudinal mobility relative to the rest of the wire rack.
L'invention repose sur la séparation entre la fonction de guidage des fils et celle de retenue du béton : on prévoit un peigne fixe de guidage des fils et un peigne mobile d'arrêt du béton qui sont distincts pour assurer séparément le guidage des fils et la retenue du béton.The invention is based on the separation between the yarn guiding function and the retaining function of the concrete: there is provided a fixed yarn guide comb and a movable concrete stopping comb which are separate for separately guiding the yarns and the retention of concrete.
La grille de l'installation selon l'invention, qui est représentée en
Ces longerons 2 sont solidarisés les uns aux autres au moyen de deux traverses 3 et 4 situées respectivement à l'avant et à l'arrière de l'ensemble formé par les longerons 2 en étant situés en face supérieure de ces longerons. L'ensemble constitué par les longerons 2 et les traverses 3 et 4 par lesquelles ils sont solidarisés les uns aux autres constitue un corps de grille, repéré par 6.These
Les longerons 2 et les traverses 3 et 4 sont des profilés métalliques à section rectangulaire, en T, en I, ou autre, et ils sont solidarisés les uns aux autres par soudage aux traverses 3 et 4.The
La grille 1 fait partie d'un équipage mobile non représenté, qui est porté par un platelage non représenté, de forme rectangulaire et ayant une longueur très supérieure à la longueur de la grille 1. Le platelage et l'équipage mobile sont pourvus de moyens de guidage grâce auxquels l'équipage mobile se déplace de manière rectiligne le long du platelage.The
Ces moyens de guidage comportent par exemple deux rails latéraux parallèles longeant les bords du platelage, l'équipage mobile étant quant à lui pourvu de roues correspondantes grâce auxquelles il roule sur ces rails.These guide means comprise for example two parallel side rails along the edges of the deck, the movable assembly being provided with corresponding wheels by which it rolls on these rails.
L'équipage mobile porte typiquement des moyens pour couler du béton sur la grille 1 ainsi que des moyens pour vibrer ce béton une fois coulé, afin qu'il comble correctement par effet thixotropique chaque espace entre deux longerons.The mobile equipment typically carries means for pouring concrete on the
L'installation comporte encore, à chaque extrémité du platelage, des moyens de mise en position de fils de précontrainte et de mise sous tension mécanique de ces fils de contrainte qui sont repérés par 7 dans la
Comme illustré à la
Selon l'invention, le corps de grille 6 est équipé d'une part d'un peigne de retenue du béton 8 qui est mobile en translation par rapport au corps de grille 6 selon la direction longitudinale AX, et d'autre part d'un peigne fixe 9 de guidage des fils de précontrainte qui est rigidement solidaire du corps de grille 6 lorsque la grille 1 est en service.According to the invention, the
Le peigne mobile 8 de retenue du béton comporte une série de dents de retenue 11 dont une est représentée de façon plus détaillée dans la
D'une manière générale, les pointes 12 et 13 de chaque dent 11 sont espacées l'une de l'autre d'une distance significativement supérieure au diamètre des fils de précontrainte 2, de manière à ne pas modifier la position latérale ni verticale des fils de précontrainte. La largeur de l'ensemble constitué par les deux pointes est sensiblement inférieure à la distance séparant deux longerons 2 contigus de manière à offrir un jeu latéral suffisant pour permettre un coulissement sans entraves du peigne mobile 8 le long des longerons.In a general way, the
Ainsi, les deux pointes 12 et 13 de chaque dent 11 obturent de façon relativement imparfaite la section dans laquelle elles sont engagées, délimitée par les deux longerons 2 entre lesquelles est engagée la dent 11, mais cette obturation relativement imparfaite reste suffisante pour retenir le béton en place lorsqu'il est en appui sur ces dents 11.Thus, the two
Les différentes dents doubles 11 du peigne mobile 8 sont portées par une traverse principale 14 à laquelle elles sont soudées par leurs extrémités supérieures respectives, cette traverse supérieure reposant sur la face supérieure des longerons 2.The different
La traverse principale 14 est orientée transversalement, et elle s'étend latéralement au delà du corps de grille 6. Cette traverse 14 est pourvue à ses extrémités libres de moyens non représentés permettant son immobilisation par rapport au platelage, pour tirer le corps de grille 6 le long du platelage en le faisant coulisser dans le peigne 8 immobilisé, ce qui correspond à la situation de la
Ce peigne de retenue mobile 8 peut avantageusement être relevé et descendu à volonté par rapport au corps de grille 6, ce qui permet de le remonter pour retirer le béton résiduel resté attaché à ses dents afin de nettoyer efficacement ce peigne mobile 8 en cours d'exploitation.This movable retaining
Le peigne 9 de guidage des fils de précontrainte, qui est fixe par rapport au corps de grille 6 lorsque l'installation est en service, comporte une série de dents de guidage 16 insérées chacune entre deux longerons contigus 2. Comme visible dans la
Concrètement, et comme visible à la
Des moyens additionnels de blocage de chaque dent 16, non représentés, peuvent également être prévus. A ce titre, une traverse additionnelle amovible peut être rapportée, après encastrement de toutes les dents 16, le long du bord de la traverse 17 qui comporte les encoches, ce qui permet alors d'emprisonner complètement chaque tête de dent 16 pour la solidariser rigidement au corps de grille.Additional locking means of each
Chaque dent 16 peut par exemple être fabriquée en matière plastique, en étant dimensionnée pour obturer la section séparant deux longerons 2 contigus avec un jeu le plus faible possible. Comme visible dans la
Chaque trou traversant 18 a un diamètre très proche du diamètre des fils de précontrainte 2 : la position verticale et latérale des fils dans la section de la poutrelle est ainsi définie par la position des trous traversants 18 des dents de guidage 16.Each through
Complémentairement, chaque dent de guidage 16 peut prendre appui sur les faces latérales des longerons 2 entre lesquels elle est insérée. A cette fin, un système de cales placées entre la surface latérale de la dent 16 et la surface latérale du longeron 2 peut aussi être prévu pour positionner latéralement la dent 16 de façon très précise selon la direction latérale.Complementarily, each
En pratique les dents de positionnement 16 sont engagées sur les fils de précontrainte 7 lors de l'installation de ces fils de précontrainte sur le platelage. L'équipage mobile est ensuite installé sur le platelage, après quoi les dents de positionnement 16 sont engagées dans leurs logements et encoches au niveau de la grille 1, et elles sont bloquées dans ces emplacements.In practice, the positioning
Claims (4)
pour fabriquer des séries de poutrelles en coulant pour chaque série du béton dans les espaces séparant latéralement les longerons (2) de la grille (1) immobilisée sur le platelage avant de déplacer cette grille (1) le long du platelage pour procéder au coulage d'une nouvelle série de poutrelles, jusqu'à avoir parcouru toute la longueur du platelage, cette installation comprenant encore ;
to manufacture series of beams by casting for each series of the concrete in the spaces separating laterally the longitudinal members (2) of the grid (1) immobilized on the decking before moving this grid (1) along the decking to proceed with the casting of a new series of joists, until having traversed the whole length of the decking, this installation still including;
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13170491T PL2671698T3 (en) | 2012-06-07 | 2013-06-04 | Bench for manufacturing girders by extrusion |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1255315A FR2991621B1 (en) | 2012-06-07 | 2012-06-07 | WHEEL BEAM MANUFACTURING BENCH |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2671698A1 true EP2671698A1 (en) | 2013-12-11 |
EP2671698B1 EP2671698B1 (en) | 2015-12-23 |
Family
ID=47022748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13170491.8A Active EP2671698B1 (en) | 2012-06-07 | 2013-06-04 | Bench for manufacturing girders by extrusion |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2671698B1 (en) |
ES (1) | ES2560410T3 (en) |
FR (1) | FR2991621B1 (en) |
PL (1) | PL2671698T3 (en) |
PT (1) | PT2671698E (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2593933A1 (en) * | 2015-06-09 | 2016-12-14 | Pacadar S.A. | Method and tooling for the production by molding of prestressed concrete elements (Machine-translation by Google Translate, not legally binding) |
CN111186012A (en) * | 2020-01-17 | 2020-05-22 | 中铁三局集团有限公司 | Automatic production line for railway track slabs |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2152604A1 (en) * | 1972-09-01 | 1973-04-27 | Saret | |
FR2172506A5 (en) * | 1972-02-15 | 1973-09-28 | Saret | |
FR2421040A1 (en) | 1978-03-30 | 1979-10-26 | Saret | Steam-heated metal plate floor for precasting bed - is fixed at single alternative points to limit product cracks due to floor expansion |
GB2053773A (en) * | 1977-10-28 | 1981-02-11 | Dyform Eng Ltd | Supporting concrete reinforcing member against displacement in concrete extruders |
-
2012
- 2012-06-07 FR FR1255315A patent/FR2991621B1/en active Active
-
2013
- 2013-06-04 EP EP13170491.8A patent/EP2671698B1/en active Active
- 2013-06-04 PT PT131704918T patent/PT2671698E/en unknown
- 2013-06-04 ES ES13170491.8T patent/ES2560410T3/en active Active
- 2013-06-04 PL PL13170491T patent/PL2671698T3/en unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2172506A5 (en) * | 1972-02-15 | 1973-09-28 | Saret | |
FR2152604A1 (en) * | 1972-09-01 | 1973-04-27 | Saret | |
GB2053773A (en) * | 1977-10-28 | 1981-02-11 | Dyform Eng Ltd | Supporting concrete reinforcing member against displacement in concrete extruders |
FR2421040A1 (en) | 1978-03-30 | 1979-10-26 | Saret | Steam-heated metal plate floor for precasting bed - is fixed at single alternative points to limit product cracks due to floor expansion |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2593933A1 (en) * | 2015-06-09 | 2016-12-14 | Pacadar S.A. | Method and tooling for the production by molding of prestressed concrete elements (Machine-translation by Google Translate, not legally binding) |
CN111186012A (en) * | 2020-01-17 | 2020-05-22 | 中铁三局集团有限公司 | Automatic production line for railway track slabs |
Also Published As
Publication number | Publication date |
---|---|
FR2991621A1 (en) | 2013-12-13 |
FR2991621B1 (en) | 2014-06-20 |
EP2671698B1 (en) | 2015-12-23 |
ES2560410T3 (en) | 2016-02-18 |
PL2671698T3 (en) | 2016-05-31 |
PT2671698E (en) | 2016-03-16 |
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