EP2085350A1 - Winding lifting system - Google Patents

Winding lifting system Download PDF

Info

Publication number
EP2085350A1
EP2085350A1 EP09151582A EP09151582A EP2085350A1 EP 2085350 A1 EP2085350 A1 EP 2085350A1 EP 09151582 A EP09151582 A EP 09151582A EP 09151582 A EP09151582 A EP 09151582A EP 2085350 A1 EP2085350 A1 EP 2085350A1
Authority
EP
European Patent Office
Prior art keywords
drum
inflatable
inflatable structure
column
fluid
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
Application number
EP09151582A
Other languages
German (de)
French (fr)
Other versions
EP2085350B1 (en
Inventor
Yannick Ravaut
Ulrika Marin
Rabah Bouzidi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Thales SA
Original Assignee
Thales SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Thales SA filed Critical Thales SA
Publication of EP2085350A1 publication Critical patent/EP2085350A1/en
Application granted granted Critical
Publication of EP2085350B1 publication Critical patent/EP2085350B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66FHOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F3/00Devices, e.g. jacks, adapted for uninterrupted lifting of loads
    • B66F3/24Devices, e.g. jacks, adapted for uninterrupted lifting of loads fluid-pressure operated
    • B66F3/25Constructional features
    • B66F3/35Inflatable flexible elements, e.g. bellows

Definitions

  • the invention relates to a system for lifting an object or a load. It is, for example, used for the vertical deployment of equipment such as antenna, camera, lighting system or any other system.
  • the object of the invention is based on a new approach which is based in particular on the winding of an inflatable column around a drum.
  • the figure 1 schematizes a profile view of an inflatable mast or inflatable column system.
  • the system comprises, for example, a box 1 in which is disposed a drum 9, comprising an axis 9A and a mandrel 9M.
  • the drum 9 is motorized, it is in connection with a motor 14 and a braking system 13.
  • the braking system is, for example, a pneumatic system, a hydraulic system, or mechanical.
  • the braking system can be mounted on the drum shaft.
  • the braking system has the particular function of braking the axis of the reel, the braking force being less than the value of the torque exerted by the efforts of the inflatable structure on the axis of the reel. This value is detailed below.
  • the inflatable structure or inflatable column 3 is wound on the drum 9.
  • the drum 3 is braked: the injection of a fluid under pressure from above and the tensile / tension forces in the material or fabric constituting the column causes it to rise at a constant or substantially constant speed.
  • the deployment of the column is only by pressurizing the inflatable structure that constitutes it and by passive braking of the drum, in normal operation the system does not require the help of the engine. Braking of the drum is automatically generated on the axis 9A of the drum during the deployment phase.
  • the motor of the drum is actuated forcing the evacuation of the fluid by a pressure relief valve.
  • This inflatable column 3 is guided by a guiding device 4 when it leaves box 1.
  • This guiding means 4 makes it possible to guide the outlet of the section of the column being inflated, for example a deviation from the planned elevation path for the column.
  • This trajectory is initially defined.
  • a pressure regulation system consisting of a compressor 5 or any other external source for injecting a fluid (exhaust pipe, bottle of compressed fluid, etc.) and a pressure regulator 5 (represented by the same reference in the figure, the block 5 comprising the compressor and the pressure regulator) is connected to an inflation tube 6 which is connected to the upper end 3s of the inflation column 3 via a (or several) inflation valve (s) 5v.
  • Equipment 8 or load to be raised is for example positioned at the head of the inflation column by means such as pins 10i shown in FIG. figure 3 .
  • the lower end 3i of the inflatable column is fixed for example by means of eyelets 11 i, figure 2 , on the drum.
  • the equipment 8 constitutes a load for the inflatable column which must be taken into account for its dimensioning and also for the conditions for pressurizing the injected fluid.
  • the system is for example equipped with a control and control panel 15.
  • This device may also comprise means not shown in the figure, making it possible to determine at any time the value of the pressure of the injected fluid, to compare this value with a set value which can be stored in a database.
  • This reference value can be deduced from external conditions to which the column to be inflated is subjected, for example, as a function of the wind speed.
  • a remote remote control can also be used to remotely control the handling of the mast.
  • the figure 4 illustrates a diagram used for a predimensioning study of a cylindrical inflatable column. This comprises a first calculation of the type of material resistance adapted to the case of structures consisting of pressurized membranes determining the torque "inflation pressure-diameter of the mast".
  • the holding of the mast was verified taking into account a side wind of 100km / hour; the distributed load is denoted t and the force F, a slope or slope corresponding to the angle ⁇ is taken equal to 10 ° and a head load of 60 kg has a height h.
  • the characteristics of the coated fabric used for the finite element mechanical calculations are listed in the following table.
  • the web module represents the product of the Young's modulus by the thickness of the fabric.
  • the shear modulus of the web represents the product of the shear modulus by the thickness of the fabric.
  • the tablecloth module concerning coated fabrics is used because, on the one hand, it has discontinuities, and the terminology used in Continuous Mechanics is to be used with caution, and on the other hand it is very difficult to define the thickness of a fabric, even coated, because of its sinusoids.
  • the role of the pressure control system is in particular to maintain the equilibrium pressure level in the deployed portion of the inflatable column.
  • the role of the pressure relief valve, placed at the top of the mast, is to secure the system.
  • the pressure relief valve is dimensioned with respect to the internal pressure of the column. When the internal pressure exceeds the sizing value of the pressure relief valve, the fluid escapes automatically in order to keep the internal pressure constant at the desired value.
  • the internal pressure makes it possible to tension the membrane, to lift the load and to obtain the rigidity of the structure giving it its optimum mechanical resistance characteristics.
  • a vehicle of more than one ton carries 4 tires inflated to about 2 bars, ie a surface of 0.8 m 2 .
  • the principle of the inflatable column is to raise a load of 60 kg using a surface of 0.2m 2 , approximate section of the column with a pressure less than 2 bar.
  • the rigidity of the deployed structure is obtained by the coupling of the internal pressure and the reinforcement of the technical fabric used. Slings can also be used to stabilize the structure and to minimize movements of equipment stowed at the masthead +/- 20 cm around the equilibrium position, under extreme conditions of 10 ° and wind 100 km.h -1 . This makes it possible to guarantee an acceptable level of performance for various applications, measurements, camera.
  • the structure is thus stabilized at a position and a pressure of equilibrium. To fold the structure, an example of steps implemented by the method is described below.
  • the forces exerted by the motorization of the drum must be greater than the tension in the inflatable column. This phenomenon will induce an overpressure in the upper part of the evacuated column by means of the pressure relief valve (s) 7 equipping the upper part of the inflatable column and the pressure regulating system.
  • the mast or column 3 then wraps around the drum 9.
  • the descent of the inflated column is performed using the motorization of the drum, it continuously winds the initially inflated column, creating an overpressure in the part top of the column, because it is the lower part of the inflated column which is wound first.
  • This excess pressure is evacuated automatically by means of (s) valve (s) of pressure. This method makes it possible to maintain the upper part of the column at its equilibrium pressure, the latter being dimensioned to withstand the external loadings mentioned above.
  • the column thus remains vertical during its folding.
  • the deployment and folding operations also use the following geometrical feature: the median axis 3A of the column is tangent to the outer generator of the drum. Axis 3A is represented on the figure 1 . Everything is done naturally using the tensile forces of the membrane constituting the column. The reliability of the system is greatly improved.
  • the fluid used may be air or any other gas. In some cases of use, in case there is no source of gas, it would be possible to inject a liquid playing the same role and provide a liquid evacuation system.
  • the inflatable column is, for example, equipped with means 12 ( figure 1 ) allowing the attachment of anchoring means to stabilize, the attachment means not being shown for reasons of simplification.
  • the manner of operating described above has the following advantages in particular.
  • the non-folding, involving if necessary the ruin of the structure under the combined external forces, is checked.
  • the resistance of the technical fabric coated to the forces generated by the inflation pressure is verified.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Moulding By Coating Moulds (AREA)
  • Replacement Of Web Rolls (AREA)
  • Vehicle Body Suspensions (AREA)

Abstract

The system has a motorized and movement controlled reel (2) receiving a vertical inflated structure i.e. inflated column (3). The structure has a fixation unit in its lower part (3i). An anchoring unit is provided in an upper part (3s) of the structure to anchor an object e.g. equipment (8) such as antenna, to be displaced. A fluid injection device injects a low pressure fluid e.g. water, in the structure using an inflated tube (6) and a pressure regulation system (5). A guiding device (4) guides the structure, where the structure is made of coated polyester fibers and elastomer coating. An independent claim is also included for a method for permitting displacement of an object.

Description

L'invention concerne un système permettant l'élévation d'un objet ou d'une charge. Elle est, par exemple, utilisée pour le déploiement vertical d'un équipement de type antenne, caméra, système d'éclairage ou tout autre système.The invention relates to a system for lifting an object or a load. It is, for example, used for the vertical deployment of equipment such as antenna, camera, lighting system or any other system.

Un problème actuellement présent dans notre société est de pouvoir élever une charge ou un équipement à partir d'une première position en élévation vers une deuxième position ou dans une position finale. Un des objectifs de l'invention est donc d'élever un équipement à une hauteur du sol ou d'une surface. Les problèmes qui peuvent survenir sont les suivants ; des problèmes de stabilité mécanique de la structure liée à la charge à élever tels que le problème de flèche, de flambement, de vibrations ; des problèmes de mise en oeuvre de l'élévation de la charge ou de l'équipement, tels que des temps de déploiement du mât et du matériel nécessaire ainsi que le nombre d'opérateurs, les moyens nécessaires, la répétitivité. Il faut aussi prendre en compte la masse de la structure équipée de sa charge, l'encombrement de cette dernière non déployée à intégrer sur un porteur. Lors de ce déploiement et une fois que le mât est déployé, il est nécessaire de prendre en compte la tenue à des contraintes d'environnements sévères. Au cours de son utilisation, il est aussi possible de devoir transférer la structure d'un endroit vers un autre, changement de véhicules ou de plate-formes d'utilisation sans opérations d'intégration ni de montage particulier. Le déploiement du mât, une fois arrimé au sol (véhicule ou plate-forme), est automatique. Il n'y a pas d'opération d'emboîtement manuel d'éléments de mât.
Les domaines connus du demandeur comme étant les plus proches sont par exemple les antennes gonflables connues de l'art antérieur.
Il existe aussi des dispositifs gonflables servant de support d'informations visuelles, des structures publicitaires gonflables (non étanches), des jeux gonflables, des bateaux, des tubes gonflables pour des dispositifs de construction, des treillis gonflables pour des applications spatiales impliquant de faibles niveaux de pressions interne.
Dans le domaine des mâts, il est aussi possible de mentionner des mâts pneumatiques à emboîtement constitués d'éléments rigides en matériau de type aluminium ou composite. Il existe aussi des mâts télescopiques, hydrauliques ou électriques. Ces mâts offrent une fonctionnalité équivalente à la structure de mât selon l'invention, toutefois, ils exigent de la place pour leur stockage. Par exemple, la hauteur rétractée est importante du fait de l'utilisation de matériaux rigides. Au contraire dans la structure de la présente demande de brevet, le ratio « hauteur mât rétracté » des technologies existantes et de la solution proposée est approximativement de l'ordre de 2, ce qui est nettement préférable, à la connaissance du Demandeur.
En résumé, les inconvénients résultants des différents dispositifs de l'art antérieur sont généralement les suivants : des opérations d'intégration dans un véhicule défini nécessaires. Il n'y a pas d'interchangeabilité possible une fois l'intégration effectuée. L'étanchéité de certaines structures gonflables existantes n'est pas suffisamment fiable. Ces structures sont alors basées sur un système de gonflage permanent pendant toute leur phase d'exploitation. Ceci explique que ce type de structure n'a en général pas de raideur propre. Un autre inconvénient est que du fait que le niveau de pression interne est faible (quelques mbars), des plissements de la structure peuvent apparaître, celle-ci étant très déformable. Il est difficile alors de parler de rigidité mécanique.
Dans certains cas de structure porteuse, il existe un niveau de pression élevé. En général, les structures de l'art antérieur ne tiennent pas compte des problèmes suivants :

  • L'élévation verticale d'une charge en utilisant la pression interne de la structure réalisée en composite souple,
  • La réduction de la hauteur du système en configuration « mât rétracté »,
  • Des problèmes de cinématiques de déploiement : le déploiement vertical continu sans à-coup.
A problem currently present in our society is to be able to raise a load or equipment from a first position in elevation to a second position or in a final position. One of the objectives of the invention is therefore to raise equipment at a height of the ground or a surface. The problems that may arise are as follows; problems of mechanical stability of the structure related to the load to be raised such as the problem of deflection, buckling, vibrations; problems of implementation of the elevation of the load or the equipment, such as deployment times of the mast and the necessary equipment as well as the number of operators, the necessary means, the repeatability. It is also necessary to take into account the mass of the structure equipped with its load, the bulk of the latter not deployed to integrate on a carrier. During this deployment and once the mast is deployed, it is necessary to take into account the resistance to severe environmental constraints. During its use, it is also possible to transfer the structure from one place to another, changing vehicles or platforms of use without integration operations or specific editing. The deployment of the mast, once docked to the ground (vehicle or platform), is automatic. There is no manual interlocking operation of mast elements.
The areas known to the applicant as being the closest are for example the inflatable antennas known from the prior art.
There are also inflatable devices serving as a support for visual information, inflatable advertising structures (not waterproof), games inflatable boats, inflatable tubes for construction devices, inflatable meshes for space applications involving low levels of internal pressures.
In the field of masts, it is also possible to mention interlocking pneumatic masts made of rigid elements made of aluminum or composite type material. There are also telescopic masts, hydraulic or electric. These masts provide functionality equivalent to the mast structure according to the invention, however, they require room for storage. For example, the retracted height is important because of the use of rigid materials. In contrast, in the structure of the present patent application, the ratio "retracted mast height" of the existing technologies and the proposed solution is approximately of the order of 2, which is clearly preferable to the knowledge of the Applicant.
In summary, the disadvantages resulting from the various devices of the prior art are generally the following: integration operations in a defined vehicle necessary. There is no interchangeability possible once integration is done. The tightness of some existing inflatable structures is not reliable enough. These structures are then based on a permanent inflation system throughout their operating phase. This explains that this type of structure does not usually have its own stiffness. Another disadvantage is that because the internal pressure level is low (a few mbar), folds of the structure may appear, the latter being very deformable. It is difficult then to speak of mechanical rigidity.
In some cases of supporting structure, there is a high level of pressure. In general, the structures of the prior art do not take into account the following problems:
  • The vertical elevation of a load using the internal pressure of the structure made of flexible composite,
  • Reducing the height of the system in "retracted mast" configuration,
  • Deployment kinematics issues: the vertical deployment continues smoothly.

L'objet de l'invention repose sur une nouvelle approche qui repose notamment sur l'enroulement d'une colonne gonflable autour d'un touret.The object of the invention is based on a new approach which is based in particular on the winding of an inflatable column around a drum.

L'invention permettant de déplacer un objet disposé initialement dans une première position jusqu'à une deuxième position caractérisé en ce qu'il comporte en combinaison au moins les éléments suivants :

  • o un touret contrôlé en mouvement, ledit touret recevant une structure gonflable, le touret étant en liaison avec un système de freinage,
  • o ladite structure gonflable étant pourvue dans sa partie inférieure de moyens de fixation sur ledit touret et dans sa partie supérieure de moyens d'accrochage de l'objet à déplacer,
  • o un dispositif d'injection de fluide et une valve de surpression au niveau de la partie supérieure dans ladite structure gonflable, par l'intermédiaire d'un tuyau et d'un moyen de régulation de pression,
  • o un moyen de guidage de ladite structure gonflable.
La structure gonflable est une colonne gonflable et le déplacement est un déplacement en élévation.
Le fluide est, par exemple, choisi parmi l'un des éléments suivants : l'air, l'eau, un gaz.
Le moyen de motorisation peut être un moteur permettant un déplacement continu du touret.
La structure gonflable est fabriquée dans l'un des matériaux suivants : des fibres de polyester enduites, l'enduction étant réalisée à partir d'élastomères. La structure gonflable peut être pourvue de moyens permettant l'attache de moyens d'ancrage afin de la stabiliser.
L'invention concerne aussi un procédé permettant de déplacer un objet disposé initialement dans une première position dans une deuxième position au moyen d'une structure gonflable enroulable sur un touret motorisé comportant un axe et contrôlé en mouvement caractérisé en ce qu'il comporte au moins les étapes suivantes :
  • la structure étant en position enroulée autour du touret, pour l'étape de déroulement de ladite structure:
    • injecter un fluide dans la partie supérieure de ladite structure gonflable à une valeur de pression choisie en fonction des conditions externes à la structure et des caractéristiques de l'objet à déplacer en guidant ladite colonne en sortie du touret, entre le touret et le caisson dans lequel est disposée la structure gonflable et le touret,
    • réguler la pression du fluide injectée de façon à maintenir un niveau de pression afin de conserver la structure gonflable dans la position finale,
    • freiner de façon constante l'axe du touret de façon à ce que ce soient les efforts dus à la pressurisation de la structure qui permettent le deploiement
    pour l'étape d'enroulement de la structure gonflable,
    • mettre en route le touret dans le sens d'enroulement, en exerçant des efforts supérieurs au moins à la tension présente dans la structure gonflable afin que ladite structure s'enroule de façon continue créant une surpression dans la partie supérieure de la colonne,
    • évacuer le fluide par la partie supérieure de la structure au moyen d'une valve de surpression.
On utilise par exemple comme fluide de l'air, de l'eau ou un gaz.
Le déploiement de la structure s'effectue sensiblement de manière verticale..The invention makes it possible to move an object initially arranged in a first position to a second position, characterized in that it comprises in combination at least the following elements:
  • a controlled drum in motion, said drum receiving an inflatable structure, the drum being in connection with a braking system,
  • o said inflatable structure being provided in its lower part with fastening means on said drum and in its upper part hooking means of the object to be moved,
  • a fluid injection device and an overpressure valve at the upper part in said inflatable structure, via a pipe and a pressure regulating means,
  • a means for guiding said inflatable structure.
The inflatable structure is an inflatable column and the displacement is a displacement in elevation.
The fluid is, for example, selected from one of the following: air, water, a gas.
The motorization means may be a motor allowing a continuous movement of the drum.
The inflatable structure is manufactured in one of the following materials: coated polyester fibers, the coating being made from elastomers. The inflatable structure may be provided with means for attaching anchoring means to stabilize it.
The invention also relates to a method for moving an object initially disposed in a first position in a second position by means of an inflatable structure windable on a motorized reel having an axis and controlled in motion characterized in that it comprises at least the following steps:
  • the structure being in position wound around the drum, for the unwinding step of said structure:
    • injecting a fluid into the upper part of said inflatable structure at a pressure value chosen according to the conditions external to the structure and the characteristics of the object to be moved by guiding said column at the exit of the drum, between the drum and the casing in which is arranged the inflatable structure and the drum,
    • regulating the pressure of the injected fluid so as to maintain a pressure level in order to keep the inflatable structure in the final position,
    • constantly brake the axis of the drum so that it is the forces due to the pressurization of the structure that allow the deployment
    for the winding step of the inflatable structure,
    • starting the drum in the winding direction, exerting forces greater than at least the tension present in the inflatable structure so that said structure is wound continuously creating an overpressure in the upper part of the column,
    • evacuate the fluid through the upper part of the structure by means of a pressure relief valve.
For example, air, water or a gas is used as the fluid.
The deployment of the structure takes place substantially vertically.

D'autres caractéristiques et avantages du dispositif selon l'invention apparaîtront mieux à la lecture de la description qui suit d'un exemple de réalisation donné à titre illustratif et nullement limitatif annexé des figures qui représentent :

  • La figure 1, une structure de mât gonflable vu de profil,
  • La figure 2, un détail de la partie inférieure du mât gonflable venant se fixer sur le touret motorisé,
  • La figure 3, un détail de la partie supérieure du mât gonflable sur laquelle peut être fixée une charge,
  • La figure 4 un schéma permettant de pré-dimensionner la structure, et
  • La figure 5 une représentation de l'étape de montée ou de déroulement de la colonne.
Other features and advantages of the device according to the invention will appear better on reading the description which follows of an example of embodiment given by way of illustration and in no way limiting attached to the figures which represent:
  • The figure 1 , an inflatable mast structure seen in profile,
  • The figure 2 , a detail of the lower part of the inflatable mast being fixed on the motorized drum,
  • The figure 3 , a detail of the upper part of the inflatable mast on which can be fixed a load,
  • The figure 4 a diagram for pre-dimensioning the structure, and
  • The figure 5 a representation of the step of raising or unwinding the column.

La figure 1 schématise une vue de profil d'un système de mât gonflable ou de colonne gonflable. Le système comprend, par exemple, un caisson 1 dans lequel est disposé un touret 9, comprenant un axe 9A et un mandrin 9M. Le touret 9 est motorisé, il est en liaison avec un moteur 14 et un système de freinage 13. Le système de freinage est, par exemple, un système pneumatique, un système hydraulique, ou encore mécanique. Le système de freinage peut être monté sur l'arbre du touret. Le système de freinage a notamment pour fonction de freiner l'axe du touret, l'effort de freinage étant inférieur à la valeur du couple exercé par les efforts de la structure gonflable sur l'axe du touret. Cette valeur est détaillé ci après. La structure à gonfler ou colonne gonflable 3 est enroulée sur le touret 9. Lors du déploiement de la colonne gonflable, le touret 3 est freiné : l'injection d'un fluide sous pression par le haut et les efforts de traction/tension dans le matériau ou tissu constituant la colonne entraînent sa montée à vitesse constante ou sensiblement constante. Le déploiement de la colonne se fait uniquement par pressurisation de la structure gonflable qui la constitue et par freinage passif du touret, en fonctionnement normal le système ne requiert pas l'aide du moteur. Le freinage du touret est généré automatiquement sur l'axe 9A du touret pendant la phase de déploiement. Lors du repliement, le moteur du touret est actionné forçant l'évacuation du fluide par une valve de surpression. Cette colonne gonflable 3 est guidée par un dispositif de guidage 4 lors de sa sortie du caisson 1. Ce moyen de guidage 4 permet de guider la sortie du tronçon de la colonne en train d'être gonflée, par exemple d'une déviation par rapport à la trajectoire d'élévation prévue pour la colonne. Cette trajectoire est définie initialement. Un système de régulation de pression composé d'un compresseur 5 ou toute autre source externe permettant d'injecter un fluide (tuyau d'échappement, bouteille de fluide comprimé, ...) et d'un régulateur de pression 5 (représenté par la même référence sur la figure, le bloc 5 comprenant le compresseur et le régulateur de pression) est relié à un tube de gonflage 6 qui est relié à l'extrémité supérieure 3s de la colonne de gonflage 3 par l'intermédiaire d'une (ou plusieurs) valve(s) de gonflage 5v. Un équipement 8 ou charge à élever est par exemple positionné en tête de la colonne de gonflage par des moyens tels que des goujons 10i représentés à la figure 3. L'extrémité inférieure 3i de la colonne gonflable est fixée par exemple au moyen d'oeillets 11 i, figure 2, sur le touret. L'équipement 8 constitue une charge pour la colonne gonflable qui doit être prise en compte pour son dimensionnement et aussi pour les conditions de mise sous pression du fluide injecté.
Afin de contrôler l'enroulement et le déroulement continu du touret, le système est par exemple équipé d'un panneau de commande et de contrôle 15. Ce dispositif peut aussi comporter des moyens non représentés sur la figure, permettant de déterminer à tout instant la valeur de la pression du fluide injecté, de comparer cette valeur à une valeur de consigne qui peut être stockée dans une base de données. Cette valeur de consigne peut être déduite de conditions extérieures auxquelles est soumise la colonne à gonfler, par exemple, en fonction de la vitesse du vent. Une télécommande déportée peut aussi permettre de commander à distance le maniement du mât.
The figure 1 schematizes a profile view of an inflatable mast or inflatable column system. The system comprises, for example, a box 1 in which is disposed a drum 9, comprising an axis 9A and a mandrel 9M. The drum 9 is motorized, it is in connection with a motor 14 and a braking system 13. The braking system is, for example, a pneumatic system, a hydraulic system, or mechanical. The braking system can be mounted on the drum shaft. The braking system has the particular function of braking the axis of the reel, the braking force being less than the value of the torque exerted by the efforts of the inflatable structure on the axis of the reel. This value is detailed below. The inflatable structure or inflatable column 3 is wound on the drum 9. During the deployment of the inflatable column, the drum 3 is braked: the injection of a fluid under pressure from above and the tensile / tension forces in the material or fabric constituting the column causes it to rise at a constant or substantially constant speed. The deployment of the column is only by pressurizing the inflatable structure that constitutes it and by passive braking of the drum, in normal operation the system does not require the help of the engine. Braking of the drum is automatically generated on the axis 9A of the drum during the deployment phase. When folding, the motor of the drum is actuated forcing the evacuation of the fluid by a pressure relief valve. This inflatable column 3 is guided by a guiding device 4 when it leaves box 1. This guiding means 4 makes it possible to guide the outlet of the section of the column being inflated, for example a deviation from the planned elevation path for the column. This trajectory is initially defined. A pressure regulation system consisting of a compressor 5 or any other external source for injecting a fluid (exhaust pipe, bottle of compressed fluid, etc.) and a pressure regulator 5 (represented by the same reference in the figure, the block 5 comprising the compressor and the pressure regulator) is connected to an inflation tube 6 which is connected to the upper end 3s of the inflation column 3 via a (or several) inflation valve (s) 5v. Equipment 8 or load to be raised is for example positioned at the head of the inflation column by means such as pins 10i shown in FIG. figure 3 . The lower end 3i of the inflatable column is fixed for example by means of eyelets 11 i, figure 2 , on the drum. The equipment 8 constitutes a load for the inflatable column which must be taken into account for its dimensioning and also for the conditions for pressurizing the injected fluid.
In order to control the winding and the continuous unwinding of the drum, the system is for example equipped with a control and control panel 15. This device may also comprise means not shown in the figure, making it possible to determine at any time the value of the pressure of the injected fluid, to compare this value with a set value which can be stored in a database. This reference value can be deduced from external conditions to which the column to be inflated is subjected, for example, as a function of the wind speed. A remote remote control can also be used to remotely control the handling of the mast.

La figure 4 illustre un schéma utilisé pour une étude de prédimensionnement d'une colonne gonflable cylindrique. Celle-ci comporte un premier calcul de type résistance des matériaux adapté au cas des structures constituées de membranes pressurisées déterminant le couple « pression de gonflage-diamètre du mât ».The figure 4 illustrates a diagram used for a predimensioning study of a cylindrical inflatable column. This comprises a first calculation of the type of material resistance adapted to the case of structures consisting of pressurized membranes determining the torque "inflation pressure-diameter of the mast".

Dans cet exemple, la tenue du mât a été vérifiée en prenant en compte un vent latéral de 100km/heure ; la charge répartie est notée t et l'effort F, un devers ou pente correspondant à l'angle α est pris égal à 10° et une charge en tête de 60 kg a une hauteur h.
Dans l'exemple donné à titre illustratif et nullement limitatif, les caractéristiques du tissu enduit utilisé pour les calculs mécanique par éléments finis (réalisés suite au calcul de type résistance des matériaux) sont listés dans le tableau qui suit. Le module de nappe représente le produit du module d'Young par l'épaisseur du tissu. De même le module de cisaillement de nappe représente le produit du module de cisaillement par l'épaisseur du tissu. Le module de nappe concernant les tissus enduits est utilisé car d'une part celui-ci présente des discontinuités, et la terminologie utilisée en Mécanique des Milieux Continus est à utiliser avec précaution, et d'autre part il est très difficile de définir l'épaisseur d'un tissu, même enduit, du fait de ses sinusoïtés. Propriétés mécaniques Module de nappe 460000 Pa.m Module de cisaillement de nappe 165000 Pa.m Pam = Unité Pascal x mètre
In this example, the holding of the mast was verified taking into account a side wind of 100km / hour; the distributed load is denoted t and the force F, a slope or slope corresponding to the angle α is taken equal to 10 ° and a head load of 60 kg has a height h.
In the example given by way of illustration and by no means as a limitation, the characteristics of the coated fabric used for the finite element mechanical calculations (performed as a result of the material resistance type calculation) are listed in the following table. The web module represents the product of the Young's modulus by the thickness of the fabric. Similarly, the shear modulus of the web represents the product of the shear modulus by the thickness of the fabric. The tablecloth module concerning coated fabrics is used because, on the one hand, it has discontinuities, and the terminology used in Continuous Mechanics is to be used with caution, and on the other hand it is very difficult to define the thickness of a fabric, even coated, because of its sinusoids. Mechanical properties Module of tablecloth 460000 Pa.m Watershed shear modulus 165000 Pa.m Pam = Pascal unit x meter

La mise en oeuvre du système et du procédé selon l'invention s'effectue par exemple en exécutant les étapes décrites ci-après, pour une colonne gonflable, constituée, par exemple, d'une membrane ou matériau présentant les caractéristiques précitées.
Les matériaux utilisés sont des tissus techniques, dénommés également composites souples, constitués de fibres textiles et d'une enduction. Principalement, dans les structures gonflables, les fibres de polyester représentent 90% des utilisations. L'enduction est réalisée par exemple à partir d'élastomères (PVC, PTFE). Les propriétés mécaniques sont données par les fibres tissées tandis que l'enduction protège les fibres et réalise l'étanchéité.
Le procédé est basé sur le déroulement et l'enroulement d'une colonne gonflable autour d'un touret. Le système est conditionné dans le caisson 1 lui conférant ainsi un encombrement réduit.
Le système de régulation, stocké dans le caisson 1, permet l'injection de fluide sous pression au niveau de la partie supérieure 3s de la colonne gonflable 3 par l'intermédiaire de la valve de gonflage 5v. La cinématique de déploiement vertical résulte de l'injection du fluide sous pression par le haut, associé à un déroulement contrôlé par freinage du touret. La montée est régulée par les efforts de tension dans le tissu qui doivent vaincre le couple résistant du touret. Pour cela, le déploiement de la colonne gonflable 3 est régulé par le système de freinage de l'axe du touret, du système de régularisation 5 et la valve de surpression 7. Le fait d'injecter la pression dans la partie supérieure de la colonne gonflable 3, permet de laisser apparaître (c'est-à-dire au niveau du moyen de guidage) uniquement le tronçon de la colonne gonflable qui se trouve à la pression d'équilibre, lui assurant ainsi une stabilité mécanique. La tension exercée par la membrane sous pression à la pression d'équilibre est légèrement supérieure aux efforts de freinage ce qui permet le déroulement vertical de la colonne. La valeur de la tension dans la membrane est déterminée à partir du diamètre, de la pression et du matériau utilisé pour la réalisation de la colonne. L'effort de freinage est dimensionné par rapport à cette valeur de tension et doit être constant pendant toute la phase de déploiement. Ce principe permet à la colonne de s'ériger verticalement et interdit au fluide sous pression de s'introduire dans la partie encore enroulée sur le touret. Le calcul ci-dessous présente le calcul du couple induit au niveau de l'axe du touret par les efforts de tension dans la membrane. Cette évaluation nécessite toutefois quelques hypothèses. Parmi les efforts en présence, le procédé prend en compte :

  • Le poids de l'antenne, P,
  • Les forces de frottement de diverses natures, regroupant les forces de frottement entre le mât et le guide d'encastrement, le frottement dû au plissage de la membrane pressurisée. L'ensemble de ces frottements est représenté par une force Q,
  • Le couple s'exerçant sur l'axe du touret noté r par les efforts exercés sur la membrane ou structure gonflable,
  • La pression de gonflage, notée p ;
Ne sont pas prises en compte :
  • Les forces dues au vent supposées horizontales et ne s'opposent donc pas au mouvement du mât car elles lui sont perpendiculaires,
  • Les forces internes (contraintes) qui ne travaillent pas car le niveau de déformation de la membrane est supposé stationnaire du fait que la pression de gonflage reste constante.
  • Les forces d'inertie supposées faibles car l'évolution du mât est supposée quasi-statique.
On note les grandeurs suivantes :
  • P : poids de l'antenne au dessus du mât
  • Q : force de frottement
  • ┌ : le couple
  • p : pression de gonflage du mât
  • h: la hauteur du mât
  • R : le rayon du mât
  • r : le rayon du tambour
Pour formuler l'équilibre des forces mises en jeu, nous avons besoin d'évaluer le travail de ces forces entre deux positions voisines du mât. Entre ces deux positions, le mât s'est déplacé dans sa hauteur d'une quantité Δh et le touret a tourné d'un angle Δθ. Le volume se trouve ainsi réduit d'une quantité ΔV. Ces trois quantités cinématiques sont bien évidemment liées avec les relations suivantes : Δ θ = Δ h r Δ V = S . Δ h
Figure imgb0001
The implementation of the system and method according to the invention is carried out for example by performing the steps described below, for an inflatable column, consisting, for example, of a membrane or material having the above characteristics.
The materials used are technical fabrics, also called flexible composites, made of textile fibers and a coating. Primarily, in inflatable structures, polyester fibers account for 90% of uses. The coating is made for example from elastomers (PVC, PTFE). The mechanical properties are given by the woven fibers while the coating protects the fibers and makes the seal.
The method is based on unwinding and winding an inflatable column around a drum. The system is packaged in the box 1 thus conferring a small footprint.
The control system, stored in the chamber 1, allows the injection of pressurized fluid at the upper part 3s of the inflatable column 3 via the inflation valve 5v. The vertical deployment kinematics results from the injection of the fluid under pressure from above, associated with a controlled unwinding by braking of the drum. The rise is regulated by the tensile forces in the fabric that must overcome the resistant torque of the drum. For this, the deployment of the inflatable column 3 is regulated by the brake system of the axis of the drum, the regulation system 5 and the pressure relief valve 7. The fact of injecting the pressure in the upper part of the column inflatable 3, allows to reveal (that is to say at the guiding means) only the section of the inflatable column which is at the equilibrium pressure, thus ensuring a mechanical stability. The tension exerted by the diaphragm under pressure at the equilibrium pressure is slightly greater than the braking forces which allows the vertical unwinding of the column. The value of the tension in the membrane is determined from the diameter, the pressure and the material used for the realization of the column. The braking force is dimensioned with respect to this voltage value and must be constant throughout the deployment phase. This principle allows the column to erect vertically and prohibited to pressurized fluid to get into the part still wound on the drum. The calculation below shows the calculation of the torque induced at the level of the reel axis by the tension forces in the membrane. This evaluation, however, requires some assumptions. Among the efforts involved, the method takes into account:
  • The weight of the antenna, P,
  • The friction forces of various kinds, combining the friction forces between the mast and the embedding guide, the friction due to the pleating of the pressurized membrane. All of these friction is represented by a force Q,
  • The torque exerted on the axis of the drum noted r by the forces exerted on the membrane or inflatable structure,
  • The inflation pressure, denoted p;
Not taken into account:
  • The forces due to the wind supposed horizontal and do not therefore oppose the movement of the mast because they are perpendicular to it,
  • Internal forces (stresses) that do not work because the level of deformation of the membrane is assumed to be stationary because the inflation pressure remains constant.
  • The forces of inertia supposed weak because the evolution of the mast is supposed quasi-static.
We note the following sizes:
  • P: weight of the antenna above the mast
  • Q: friction force
  • ┌: the couple
  • p: mast inflation pressure
  • h: the height of the mast
  • R: the mast radius
  • r: the radius of the drum
To formulate the balance of the forces involved, we need to evaluate the work of these forces between two positions close to the mast. Between these two positions, the mast has moved in its height by a quantity Δh and the drum has turned by an angle Δθ. The volume is thus reduced by a quantity ΔV. These three cinematic quantities are obviously linked with the following relations: Δ θ = Δ h r Δ V = S . Δ h
Figure imgb0001

L'équilibre de l'ensemble mât et touret est établi à l'aide du principe des travaux virtuels qui stipule que, dans ce cas, le travail des forces externes est égal au travail des forces internes. On déduit le couple : Γ = r p . π . R 2 + Q - P

Figure imgb0002
Les forces de frottement sont en général mal connues. Il conviendrait de les réduire au maximum lors de la réalisation du mât afin de ne pas pénaliser le dimensionnement du système de freinage et du moteur.
Donc, lors du déploiement du mât, les efforts de freinage devront être légèrement inférieurs à la valeur du couple r et lors du reploiement le couple moteur devra être supérieur à la valeur r.The balance of the mast and reel set is established using the virtual work principle which states that, in this case, the work of the external forces is equal to the work of the internal forces. We deduce the couple: Γ = r p . π . R 2 + Q - P
Figure imgb0002
Frictional forces are generally poorly known. They should be reduced as much as possible when the mast is being built so as not to penalize the sizing of the braking system and the engine.
Therefore, during the deployment of the mast, the braking forces will be slightly lower than the value of the torque r and when folding the engine torque must be greater than the value r.

Le rôle du système de régulation de pression est notamment de maintenir le niveau de pression d'équilibre dans la partie déployée de la colonne gonflable. Le rôle de la valve de surpression, placée en tête de mât, est de sécuriser le système. La valve de surpression est dimensionnée par rapport à la pression interne de la colonne. Lorsque la pression interne dépasse la valeur de dimensionnement de la valve de surpression, le fluide s'échappe automatiquement afin de garder la pression interne constante à la valeur désirée.
La pression interne permet de mettre la membrane sous tension, de soulever la charge et d'obtenir la rigidité de la structure lui donnant ses caractéristiques de résistance mécanique optimales. A titre d'exemple non limitatif, un véhicule de plus d'une tonne porte sur 4 pneumatiques gonflés à environ 2 bars, soit une surface de 0,8m2. Le principe de la colonne gonflable est d'élever une charge de 60 kg en utilisant une surface de 0,2m2, section approximative de la colonne avec une pression inférieure à 2 bars.
La rigidité de la structure déployée est obtenue par le couplage de la pression interne et de l'armature du tissu technique utilisé. Des élingues peuvent aussi être utilisées afin de stabiliser la structure et de minimiser des déplacements de l'équipement arrimé en tête de mât à +/-20 cm autour de la position d'équilibre, sous des conditions extrêmes de devers de 10° et de vent de 100 km.h-1. Cela permet donc de garantir un niveau de performances acceptables pour diverses applications, mesures, caméra. La structure est ainsi stabilisée à une position et une pression d'équilibre.
Pour replier la structure, un exemple d'étapes mises en oeuvre par le procédé est décrit ci-après. Les efforts exercés par la motorisation du touret doivent être supérieurs à la tension dans la colonne gonflable. Ce phénomène va induire une surpression dans la partie supérieure de la colonne évacuée au moyen de la ou des valves de surpression 7 équipant la partie supérieure de la colonne gonflable et du système de régulation de pression. Le mât ou colonne 3 s'enroule alors autour du touret 9. La descente de la colonne gonflée est effectuée à l'aide de la motorisation du touret, celui-ci enroule de façon continue la colonne gonflée initialement, créant une surpression dans la partie supérieure de la colonne, car c'est la partie inférieure de la colonne gonflée qui est enroulée en premier. Cette surpression est évacuée automatiquement au moyen de(s) valve(s) de surpression. Ce procédé permet de maintenir la partie supérieure de la colonne à sa pression d'équilibre, cette dernière étant dimensionnée pour résister aux chargements extérieurs évoqués précédemment. La colonne reste ainsi verticale pendant son reploiement. Les opérations de déploiement et de reploiement utilisent également la particularité géométrique suivante : l'axe médian 3A de la colonne est tangent à la génératrice extérieure du touret. L'axe 3A est représenté sur la figure 1. Tout se fait naturellement en utilisant les efforts de traction de la membrane constituant la colonne. La fiabilité du système s'en trouve ainsi grandement améliorée.
The role of the pressure control system is in particular to maintain the equilibrium pressure level in the deployed portion of the inflatable column. The role of the pressure relief valve, placed at the top of the mast, is to secure the system. The pressure relief valve is dimensioned with respect to the internal pressure of the column. When the internal pressure exceeds the sizing value of the pressure relief valve, the fluid escapes automatically in order to keep the internal pressure constant at the desired value.
The internal pressure makes it possible to tension the membrane, to lift the load and to obtain the rigidity of the structure giving it its optimum mechanical resistance characteristics. By way of non-limiting example, a vehicle of more than one ton carries 4 tires inflated to about 2 bars, ie a surface of 0.8 m 2 . The principle of the inflatable column is to raise a load of 60 kg using a surface of 0.2m 2 , approximate section of the column with a pressure less than 2 bar.
The rigidity of the deployed structure is obtained by the coupling of the internal pressure and the reinforcement of the technical fabric used. Slings can also be used to stabilize the structure and to minimize movements of equipment stowed at the masthead +/- 20 cm around the equilibrium position, under extreme conditions of 10 ° and wind 100 km.h -1 . This makes it possible to guarantee an acceptable level of performance for various applications, measurements, camera. The structure is thus stabilized at a position and a pressure of equilibrium.
To fold the structure, an example of steps implemented by the method is described below. The forces exerted by the motorization of the drum must be greater than the tension in the inflatable column. This phenomenon will induce an overpressure in the upper part of the evacuated column by means of the pressure relief valve (s) 7 equipping the upper part of the inflatable column and the pressure regulating system. The mast or column 3 then wraps around the drum 9. The descent of the inflated column is performed using the motorization of the drum, it continuously winds the initially inflated column, creating an overpressure in the part top of the column, because it is the lower part of the inflated column which is wound first. This excess pressure is evacuated automatically by means of (s) valve (s) of pressure. This method makes it possible to maintain the upper part of the column at its equilibrium pressure, the latter being dimensioned to withstand the external loadings mentioned above. The column thus remains vertical during its folding. The deployment and folding operations also use the following geometrical feature: the median axis 3A of the column is tangent to the outer generator of the drum. Axis 3A is represented on the figure 1 . Everything is done naturally using the tensile forces of the membrane constituting the column. The reliability of the system is greatly improved.

Le fluide utilisé peut être de l'air ou tout autre gaz. Dans certains cas d'utilisation, dans le cas où il n'y aurait pas de source de gaz, il serait possible d'injecter un liquide jouant le même rôle et prévoir un système d'évacuation du liquide.
La colonne gonflable est, par exemple, équipée de moyens 12 (figure 1) permettant l'attache de moyens d'ancrage afin de la stabiliser, les moyens d'accrochage n'étant pas représentés pour des raisons de simplification.
The fluid used may be air or any other gas. In some cases of use, in case there is no source of gas, it would be possible to inject a liquid playing the same role and provide a liquid evacuation system.
The inflatable column is, for example, equipped with means 12 ( figure 1 ) allowing the attachment of anchoring means to stabilize, the attachment means not being shown for reasons of simplification.

La manière d'opérer décrite ci-dessus présente notamment les avantages suivants. Le non-plissement, impliquant le cas échéant la ruine de la structure sous les efforts extérieurs combinés, est vérifié. La tenue du tissu technique enduit aux efforts engendrés par la pression de gonflage est vérifiée. Le volume de stockage réduit, de l'ordre du quart du volume nécessaire pour une structure mécanique équivalente.The manner of operating described above has the following advantages in particular. The non-folding, involving if necessary the ruin of the structure under the combined external forces, is checked. The resistance of the technical fabric coated to the forces generated by the inflation pressure is verified. The reduced storage volume, of the order of a quarter of the volume required for an equivalent mechanical structure.

Claims (9)

Système permettant de déplacer un objet disposé initialement dans une première position jusqu'à une deuxième position caractérisé en ce qu'il comporte en combinaison au moins les éléments suivants : ○ un touret (9) contrôlé en mouvement, ledit touret recevant une structure gonflable (3), le touret étant en liaison avec un système de freinage (13), ○ ladite structure gonflable (3) étant pourvue dans sa partie inférieure (3i) de moyens de fixation (11 i) sur ledit touret (9) et dans sa partie supérieure (3s) de moyens d'accrochage (10i) de l'objet à déplacer (8), ○ un dispositif d'injection (6) de fluide et une valve de surpression (7) au niveau de la partie supérieure (3s) dans ladite structure gonflable, par l'intermédiaire d'un tuyau (6) et d'un moyen de régulation de pression (5), ○ un moyen de guidage (4) de ladite structure gonflable. System for moving an object initially arranged in a first position to a second position characterized in that it comprises in combination at least the following elements: ○ a drum (9) controlled in movement, said drum receiving an inflatable structure (3), the drum being in connection with a braking system (13), ○ said inflatable structure (3) being provided in its lower part (3i) with fixing means (11 i) on said drum (9) and in its upper part (3s) of fastening means (10i) of the object to move (8), ○ a fluid injection device (6) and a pressure relief valve (7) at the upper part (3s) in said inflatable structure, via a pipe (6) and a means of pressure regulation (5), ○ a guide means (4) of said inflatable structure. Système selon la revendication 1 caractérisé en ce que la structure gonflable (3) est une colonne gonflable et le déplacement est un déplacement en élévation.System according to Claim 1, characterized in that the inflatable structure (3) is an inflatable column and the displacement is a displacement in elevation. Système selon l'une des revendications 1 ou 2 caractérisé en ce que le fluide est choisi parmi l'un des éléments suivants : l'air, l'eau, un gaz.System according to one of claims 1 or 2 characterized in that the fluid is selected from one of the following elements: air, water, a gas. Système selon la revendication 1 caractérisé en ce que le moyen de motorisation (2) est un moteur permettant un déplacement continu du touret.System according to claim 1 characterized in that the drive means (2) is a motor for continuous movement of the drum. Système selon la revendication 1 caractérisé en ce que ladite structure gonflable est fabriquée dans l'un des matériaux suivants : des fibres de polyester enduites, l'enduction étant réalisée à partir d'élastomères.System according to claim 1 characterized in that said inflatable structure is manufactured in one of the following materials: coated polyester fibers, the coating being made from elastomers. Système selon l'une des revendications 1 à 4 caractérisé en ce que ladite structure gonflable est pourvue de moyens (12) permettant l'attache de moyens d'ancrage afin de la stabiliser.System according to one of claims 1 to 4 characterized in that said inflatable structure is provided with means (12) for attaching anchoring means to stabilize it. Procédé permettant de déplacer un objet disposé initialement dans une première position dans une deuxième position au moyen d'une structure gonflable (3) enroulable sur un touret (9) motorisé comportant un axe (9A) et contrôlé en mouvement caractérisé en ce qu'il comporte au moins les étapes suivantes : la structure (3) étant en position enroulée autour du touret (9), pour l'étape de déroulement de ladite structure (3) : • injecter un fluide dans la partie supérieure (3s) de ladite structure gonflable à une valeur de pression choisie en fonction des conditions externes à la structure et des caractéristiques de l'objet à déplacer en guidant ladite colonne en sortie du touret (9), entre le touret (9) et le caisson (1) dans lequel est disposée la structure gonflable (3) et le touret (9), • réguler la pression du fluide injectée de façon à maintenir un niveau de pression afin de conserver la structure gonflable dans la position finale, • freiner de façon constante l'axe du touret de façon à ce que ce soient les efforts dus à la pressurisation de la structure qui permettent le deploiement pour l'étape d'enroulement de la structure gonflable (3), • mettre en route le touret (9) dans le sens d'enroulement, en exerçant des efforts supérieurs au moins à la tension présente dans la structure gonflable afin que ladite structure s'enroule de façon continue créant une surpression dans la partie supérieure de la colonne, • évacuer le fluide par la partie supérieure de la structure au moyen d'une valve de surpression (7), Method for moving an object initially arranged in a first position in a second position by means of an inflatable structure (3) which can be wound on a motorized reel (9) having an axis (9A) and controlled in motion, characterized in that has at least the following steps: the structure (3) being in position wound around the drum (9), for the unwinding step of said structure (3): Injecting a fluid into the upper part (3s) of said inflatable structure at a pressure value chosen according to the conditions external to the structure and the characteristics of the object to be moved by guiding said column at the outlet of the drum (9), between the drum (9) and the casing (1) in which the inflatable structure (3) and the drum (9) are arranged, Regulate the pressure of the injected fluid so as to maintain a pressure level in order to keep the inflatable structure in the final position, • steadily brake the axis of the reel so that it is the forces due to the pressurization of the structure that allow the deployment for the step of winding the inflatable structure (3), • start the drum (9) in the winding direction, exerting forces greater than at least the tension present in the inflatable structure so that said structure is wound continuously creating an overpressure in the upper part of the column, • evacuate the fluid through the upper part of the structure by means of a pressure relief valve (7), Procédé selon la revendication 7 caractérisé en ce que l'on utilise comme fluide de l'air, de l'eau ou un gaz.Process according to Claim 7, characterized in that air, water or a gas is used as the fluid. Procédé selon la revendication 7 caractérisé en ce que le déploiement de la structure est sensiblement vertical.Process according to Claim 7, characterized in that the deployment of the structure is substantially vertical.
EP09151582A 2008-01-29 2009-01-29 Winding lifting system Active EP2085350B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0800467A FR2926806B1 (en) 2008-01-29 2008-01-29 ROLLING ELEVATION SYSTEM

Publications (2)

Publication Number Publication Date
EP2085350A1 true EP2085350A1 (en) 2009-08-05
EP2085350B1 EP2085350B1 (en) 2011-04-13

Family

ID=39734875

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09151582A Active EP2085350B1 (en) 2008-01-29 2009-01-29 Winding lifting system

Country Status (4)

Country Link
EP (1) EP2085350B1 (en)
AT (1) ATE505430T1 (en)
DE (1) DE602009000999D1 (en)
FR (1) FR2926806B1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3050152A (en) * 1960-11-01 1962-08-21 Willard E Blain Hoists
FR1413791A (en) * 1964-11-16 1965-10-08 Lifting or moving device with piston motor system actuated by pressure fluid
DE2014550A1 (en) * 1970-03-26 1971-10-14 Fa. August Bilstein, 5828 Ennepetal Lifting or shifting device with flexible cylinder
FR2154366A1 (en) * 1971-10-01 1973-05-11 Marchetti Charles

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3050152A (en) * 1960-11-01 1962-08-21 Willard E Blain Hoists
FR1413791A (en) * 1964-11-16 1965-10-08 Lifting or moving device with piston motor system actuated by pressure fluid
DE2014550A1 (en) * 1970-03-26 1971-10-14 Fa. August Bilstein, 5828 Ennepetal Lifting or shifting device with flexible cylinder
FR2154366A1 (en) * 1971-10-01 1973-05-11 Marchetti Charles

Also Published As

Publication number Publication date
ATE505430T1 (en) 2011-04-15
FR2926806A1 (en) 2009-07-31
FR2926806B1 (en) 2010-05-14
DE602009000999D1 (en) 2011-05-26
EP2085350B1 (en) 2011-04-13

Similar Documents

Publication Publication Date Title
EP3645400B1 (en) Deployable satellite mast
US8201787B2 (en) Clamp, self-advancing climbing device, and method of coupling same to a tubular
CN1062820C (en) Mooring tower for air vehicle
KR101120401B1 (en) Discharge arm assembly with guiding cable
CN104903227B (en) Pay(useful) load control device, method
KR101571939B1 (en) Ship having a deck comprising a cavity with a built-in rotary plate
JPH0362842B2 (en)
CN110759184B (en) Cable winding and unwinding device of gas storage well detection system and control method
CN109311619B (en) Seismic cable deployment system
JP5982448B2 (en) Balloon mooring device, balloon carrier device and balloon mooring ship
EP2085350B1 (en) Winding lifting system
US11325686B2 (en) Auxiliary sail system for ships and safety systems for same
FR2590539A1 (en) SINGLE CABLE MOORING SYSTEM AND METHOD OF MAKING A HIGH SEA TERMINAL USING SUCH A SYSTEM
US3980037A (en) Apparatus for mooring ships
US20170015429A1 (en) Off wing evacuation system control strap
EP4308762A1 (en) Seabed scour protection device for offshore suction pile
EP2148974A2 (en) Bottom-surface linking equipment including a flexible link between a floating support and the upper end of an under-surface rigid duct
WO2016072239A1 (en) Balloon storage box, balloon transportation device, and method for releasing anchored balloons
KR20120023713A (en) Method and device for applying a dispersant or other substances to a water surface
EP2133261B1 (en) Device for winding and stretching a front sail roped or with free hoist for a sail boat
JP7436063B2 (en) Traction device
FR2938001A1 (en) METHOD OF MOUNTING A FLUID OPERATING TOWER IN A WATER EXTEND AND ASSOCIATED TOWER.
NO340970B1 (en) Mooring arrangement
CA3002346C (en) Auto-climbing platform
KR101315175B1 (en) Device for Adjusting Tension for wire

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

17P Request for examination filed

Effective date: 20100204

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20100506

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REF Corresponds to:

Ref document number: 602009000999

Country of ref document: DE

Date of ref document: 20110526

Kind code of ref document: P

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602009000999

Country of ref document: DE

Effective date: 20110526

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20110413

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110713

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110816

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110714

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110724

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110813

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

26N No opposition filed

Effective date: 20120116

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009000999

Country of ref document: DE

Effective date: 20120116

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

BERE Be: lapsed

Owner name: THALES

Effective date: 20120131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110713

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130131

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120129

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090129

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20161229

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20170125

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20170117

Year of fee payment: 9

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009000999

Country of ref document: DE

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20180129

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180801

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180131

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180928

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180129