EP1957850B1 - Connection assembly for drill collars or heavy drill pipes - Google Patents
Connection assembly for drill collars or heavy drill pipes Download PDFInfo
- Publication number
- EP1957850B1 EP1957850B1 EP06841839A EP06841839A EP1957850B1 EP 1957850 B1 EP1957850 B1 EP 1957850B1 EP 06841839 A EP06841839 A EP 06841839A EP 06841839 A EP06841839 A EP 06841839A EP 1957850 B1 EP1957850 B1 EP 1957850B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- conical
- connection assembly
- male
- elements
- free end
- 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.)
- Not-in-force
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/02—Couplings; joints
- E21B17/04—Couplings; joints between rod or the like and bit or between rod and rod or the like
- E21B17/042—Threaded
Definitions
- the present invention relates to connectors for tubular or cylindrical elements and more particularly to fittings intended to form a column of elements for drilling wells, in particular oil wells. It relates more specifically to a set with connection for drill collars and / or heavy drill rods.
- Bottom Hole Assembly The set of heavy rods, drill collars and drill bits is sometimes referred to as "Bottom Hole Assembly”.
- the gravity acting, in particular, on the heavy rods and mass rods makes it possible to use them in compression in order to apply a force of penetration to the cutting elements of the drilling tool at the lower end of the drill string.
- the amount of heavy rods and rod weights used in a given column depends on the load that is to be applied to the drill end.
- the elements of the drill string are rotated to give a cutting movement to the drill bit at its lower end.
- the elements of the drill string and in particular the mass rods and heavy rods are therefore, at the same time, stressed in compression and in torsion.
- the rods constituting the drill string are provided with connections at each of their ends to assemble them to each other, in order to obtain a desired configuration.
- this type of connection is made using complementary threaded surfaces disposed at the ends of the elements to be assembled, on respectively male and female portions, usually using seals sandwiched by two suitable surfaces of said two portions.
- these are conical threads having a large pitch (several millimeters) to facilitate quick assembly (a fraction of a turn needed for tightening).
- a fitting as defined by this standard is composed of a male element comprising a shoulder and an at least partially threaded conical portion extending from this shoulder to the free end of this element and a complementary female element having a first threaded conical inner surface having the same conicity as the conical surface of the male member, but shorter than the latter, and extended by another smooth conical inner conical surface of smaller conicity than said first conical surface.
- a problem encountered in this technical field and in particular with this type of connection results from the fact that the elements of the drill string, in particular the rods and the heavy rods, have radial dimensions several times smaller than their longitudinal dimensions (typically, for a heavy stem: 900cm long for a diameter of 25cm).
- the diameter of the boreholes in which the heavy rods and the rods are used is much greater than their own diameter. In general, the diameter of such a borehole is 17 1 ⁇ 2 inches (about 44.5cm).
- these columns of drilling elements are naturally biased to deform buckling in the drilled hole.
- This buckling is translated locally by bending forces, especially at the connections between the elements constituting the column.
- these connections constitute geometrical discontinuities, (in particular because of section reductions) relative to the rest of the column; they are therefore, in case of buckling thereof, the place of concentration of stress, that consequently significant risks of rupture at this level.
- the torsional forces combined with repeated bending forces at the joints typically result in fatigue failure problems caused mainly by stress concentrations on the joints.
- the female element in particular on the boundary circle between said two conical inner surfaces. It has been found, in practice, that breaks caused by fatigue phenomena occur along this circle, portions of which are stressed sometimes in compression, sometimes in tension according to the random angular orientation of the buckling of the column.
- a connector assembly according to the preamble of claim 1 is known by US 5,908,212 .
- the present invention aims to overcome these drawbacks and relates to a connection assembly for drilling elements, best meeting the API Specification 7 standard but allowing to withstand high internal stresses resulting from torsional forces, compression and buckling of the drill string, and thus prevent the breaking of elements of the connection, in particular by fatigue phenomenon. More particularly, it aims at reducing the maximum value of the local stresses observed at the connection.
- the present invention makes it possible to reduce the stresses observed at the connections, resulting in particular from the buckling of the elements, and thus to increase the resistance to fatigue fracture at the connections.
- the female element takes the standard dimensions defined by the API Specification 7 standard and the male element is the only element of the connector assembly to be modified while being compatible with standard female elements according to this standard.
- the tubular elements described in this document are not actual drilling equipment. They are used in a quasi-static way during the operation of a drilled hole, and are not subject to torsional and compressive forces encountered in the drilling equipment. These elements are only subjected to tensile forces exerted by their own weight. The role of the connections between these elements is limited to ensure the seal between said elements and the external environment. The mechanical stresses that apply to these casing elements are therefore totally different from those of the present invention.
- the main problem is to guide the thread during the assembly of two elements so as not to damage it during screwing.
- connections between drill pipes, object of the present invention do not generally pose a problem of screwing, and do not require guiding elements.
- the present invention aims to reduce, at the connections between drilling elements, the stress concentration generated by the buckling resulting compression forces / torsion acting on the column.
- the present invention proposes to distribute the stresses on both sides of the boundary between the two surfaces, without soliciting this critical area directly by mechanical contact.
- the invention proposes to distribute the forces resulting from this bending on a higher contact surface between the two elements constituting the connection, and thus to reduce the value of the maximum observed stresses. (the constraint is by definition a force per unit area).
- connection assembly 100 is composed of a male element 300 and a female element 200 assembled. These two elements are respectively visible in isolation Figures 2 and 1 .
- the male coupling element 300 has a shape of revolution and comprises in its longitudinal direction a first substantially cylindrical portion 302 shaped at one of its ends 301 at its end, and intended, at its opposite end, to cooperate with a column member. drilling (not shown), a conical portion 310 provided with a threading 311, a groove 320 being provided between said substantially cylindrical portion 302 shaped as a shoulder 301 and the conical portion 310, and a substantially cylindrical portion 330 forming the end of the element 300, and connected to the conical portion 310 by a groove 340.
- This groove advantageously has a radius of curvature of between 1 ⁇ 2 and 3 inches depending on the diameters of the connections, or between about 12 millimeters and 76 millimeters.
- the connecting element 300 is pierced at the end intended to cooperate with a column element of a substantially cylindrical bore 350 terminated by a widening conical portion 360 to open at the opposite end of the connecting element 300. .
- the female coupling element 200 is also open and has a substantially cylindrical external shape, and at its end opposite the end intended to cooperate with a drill string element (not shown), a radial face 201 forming a face support for cooperating with said shoulder 301, and, in the longitudinal direction, coaxially respectively, a conical inner surface portion 210 partially provided with a thread 211 complementary to the conical surface 310 provided with the threading 311, a portion of substantially cylindrical inner surface 220 intended to cooperate with the cylindrical portion 330 in free adjustment and preferably just sliding, a conical inner surface portion 230 of the same conicity as the portion 210 , an inner surface portion 240 of substantially greater conicity than the portion 210, and a cylindrical surface portion 250 opening at the end for cooperating with a drill string element (not shown).
- the groove 340 is astride between the conical surface 210 and the cylindrical surface 220, substantially opposite the circle 260 forming a boundary between these two surfaces.
- the two surfaces forming surfaces 330 and 220 come into contact and then support, which makes it possible to distribute the forces, reduce the stresses observed at the level of the female element, without the critical circle and its immediate neighborhood being solicited in contact.
- grooves 320 and 340 can be used for engaging and disengaging a cutting tool for machining the thread 311 of the part 310 they frame.
- Thread 311 may, however, be manufactured by any other method.
- the two grooves can also serve as relaxation grooves for pressurized fluids to help seal the assembly.
- these two grooves can receive seals (not shown), for example O-rings, to improve the sealing of the connection.
- a groove (not shown) can be machined in the scope 330 to accommodate a joint sealing, for example an O-ring, always to improve the sealing of the assembly, especially during an eruption drilling, for example.
- the span 330 may not be cylindrical but slightly conical (with a conicity smaller than that of the threaded portions), at least partially, at its free end, to facilitate a linear contact with the bearing 220 in case of flexion of the assembly. , and ensure a better distribution (distribution) of constraints.
Abstract
Description
La présente invention concerne des raccords pour éléments tubulaires ou cylindriques et plus particulièrement des raccords destinés à former une colonne d'éléments pour le forage de puits, notamment de puits de pétrole. Elle concerne plus précisément un ensemble à raccord pour masse-tiges et/ou tiges lourdes de forage.The present invention relates to connectors for tubular or cylindrical elements and more particularly to fittings intended to form a column of elements for drilling wells, in particular oil wells. It relates more specifically to a set with connection for drill collars and / or heavy drill rods.
Lors du forage d'un puits dans le sol, il est nécessaire de raccorder des portions de conduits tubulaires ou autres éléments cylindriques de manière à former une colonne ou un train d'éléments permettant d'atteindre la profondeur désirée. Dans le domaine du forage pétrolier, visant l'extraction d'hydrocarbures liquides ou gazeux, il est fondamental que ces raccords garantissent, au niveau des assemblages des éléments, notamment résistance structurelle et tenue en pression.When drilling a well in the ground, it is necessary to connect portions of tubular conduits or other cylindrical elements to form a column or a train of elements to achieve the desired depth. In the field of oil drilling, aiming at the extraction of liquid or gaseous hydrocarbons, it is essential that these connections guarantee, at the level of the assemblies of the elements, in particular structural strength and pressure resistance.
Une colonne de forage est constituée, généralement, respectivement de haut en bas, de quatre types d'éléments :
- tiges de forage (en Anglais : drill pipes)
- tiges lourdes (en Anglais: heavy weight drill pipes)
- masse tiges (en Anglais : drill collars)
- outil de forage.
- drill rods (in English: drill pipes )
- heavy rods (in English: heavy weight drill pipes )
- mass rods (in English: drill collars )
- drilling tool.
Ces trois types de tiges sont percés axialement de part en part afin de fournir un passage pour les fluides à extraire ou à injecter lors du forage.These three types of rods are drilled axially from one side to provide a passage for the fluids to extract or inject during drilling.
Ces différents types de tiges se distinguent principalement par le fait que :
- les tiges de forage, sont, à l'unité, les plus légères de ces trois types de tiges. Elles sont généralement un assemblage par soudure d'un tube et de deux raccords (tool joint en Anglais). Les tiges de forage servent de lien entre l'outil et la surface, elles sont généralement en sollicitées en traction et servent à transmettre le couple de rotation et le fluide de forage vers l'outil.
- les tiges lourdes ont une section beaucoup plus importante que les tiges de forage et peuvent être monobloc ; elles sont souvent sollicitées en flexion et ont des renflements extérieurs sur le corps (wear pads en Anglais) afin de réduire les contacts et donc l'usure sur les parois du puits. Elles sont utiles comme éléments de transition entre les masses tiges et les tiges de forage. Elles diminuent considérablement les vibrations générées par la coupe de la roche par l'outil.
- les masse-tiges ont des parois très épaisses (de l'ordre de plusieurs pouces soit plusieurs dizaines de millimètres) ; elles sont souvent usinées en spirale sur leur partie extérieure afin de laisser un passage pour le fluide de forage entre la surface extérieure de la masse tige et la paroi du puits, ceci afin de réduire les collages par pression différentielle. Elles peuvent aussi recevoir des usinages extérieurs pour faciliter leur manoeuvre ou leur mise en oeuvre (« slip and elevator recess » en anglais). Elles contribuent par leur poids à exercer un effort de coupe sur l'outil de forage et à mettre en tension les tiges de forage.
- the drill pipes are, by the unit, the lightest of these three types of rods. They are usually a joint by welding a tube and two connections ( tool joint in English). The drill rods serve as a link between the tool and the surface, they are generally stressed in traction and serve to transmit the torque and the drilling fluid to the tool.
- heavy rods have a much larger section than drill rods and can be monobloc; they are often bending and have external bulges on the body ( wear pads in English) to reduce contact and thus wear on the walls of the well. They are useful as transition elements between the rod masses and the drill rods. They considerably reduce the vibrations generated by cutting the rock by the tool.
- the drill-rods have very thick walls (of the order of several inches or several tens of millimeters); they are often machined in a spiral on their outer part to allow a passage for the drilling fluid between the outer surface of the rod body and the wall of the well, in order to reduce the collages by differential pressure. They can also receive external machining to facilitate their maneuver or their implementation (" slip and elevator recess " in English). They contribute by their weight to exert a cutting force on the drill bit and to put in tension the drill rods.
L'ensemble des tiges lourdes, des masse-tiges et de l'outil de forage est parfois appelé (en anglais) « Bottom Hole Assembly ».The set of heavy rods, drill collars and drill bits is sometimes referred to as "Bottom Hole Assembly".
C'est le raccordement des éléments inférieurs d'une telle colonne de forage que vise la présente invention.It is the connection of the lower elements of such a drilling column that the present invention aims.
La gravité agissant, notamment, sur les tiges lourdes et masse tiges permet de les utiliser en compression afin d'appliquer une force de pénétration aux éléments coupants de l'outil de forage à l'extrémité inférieure de la colonne de forage. La quantité des tiges lourdes et masse tiges utilisées dans une colonne donnée dépend de la charge que l'on souhaite appliquer à l'extrémité de forage. De plus, les éléments de la colonne de forage sont entrainés en rotation afin dé donner un mouvement de coupe à l'outil de forage situé à son extrémité inférieure.The gravity acting, in particular, on the heavy rods and mass rods makes it possible to use them in compression in order to apply a force of penetration to the cutting elements of the drilling tool at the lower end of the drill string. The amount of heavy rods and rod weights used in a given column depends on the load that is to be applied to the drill end. In addition, the elements of the drill string are rotated to give a cutting movement to the drill bit at its lower end.
Les éléments de la colonne de forage et notamment les masse tiges et les tiges lourdes sont donc, à la fois, sollicités en compression et en torsion.The elements of the drill string and in particular the mass rods and heavy rods are therefore, at the same time, stressed in compression and in torsion.
Les tiges constituant la colonne de forage sont pourvues de raccords à chacune de leurs extrémités permettant de les assembler les unes aux autres, afin d'obtenir une configuration souhaitée.The rods constituting the drill string are provided with connections at each of their ends to assemble them to each other, in order to obtain a desired configuration.
Habituellement, ce type de raccord est réalisé à l'aide de surfaces filetées complémentaires disposées aux extrémités des éléments à assembler, sur des portions respectivement mâles et femelles, utilisant, habituellement, des joints d'étanchéité enserrés par deux surfaces appropriées desdites deux portions. En général, il s'agit de filetages coniques ayant un pas important (plusieurs millimètres) afin de faciliter un assemblage rapide (une fraction de tour nécessaire pour le serrage).Usually, this type of connection is made using complementary threaded surfaces disposed at the ends of the elements to be assembled, on respectively male and female portions, usually using seals sandwiched by two suitable surfaces of said two portions. In general, these are conical threads having a large pitch (several millimeters) to facilitate quick assembly (a fraction of a turn needed for tightening).
De tels raccords à filetage conique pour éléments de forage pétrolier ont étés normalisés dans la norme API Specification 7 considérée ici à titre de référence (API : American Petroleum Institute).Such tapered threaded fittings for oil rig elements have been standardized in API Specification 7 hereby incorporated by reference (API: American Petroleum Institute).
Un raccord tel que défini par cette norme est composé d'un élément mâle comportant un épaulement et une portion conique au moins partiellement filetée s'étendant depuis cet épaulement jusqu'à l'extrémité libre de cet élément et d'un élément femelle complémentaire ayant une première surface intérieure conique filetée de même conicité que la surface conique de l'élément male, mais plus courte que celle -ci, et prolongée par une autre surface conique intérieure lisse de conicité plus faible que ladite première surface conique.A fitting as defined by this standard is composed of a male element comprising a shoulder and an at least partially threaded conical portion extending from this shoulder to the free end of this element and a complementary female element having a first threaded conical inner surface having the same conicity as the conical surface of the male member, but shorter than the latter, and extended by another smooth conical inner conical surface of smaller conicity than said first conical surface.
Un problème rencontré dans ce domaine technique et en particulier avec ce type de raccords résulte du fait que les éléments de la colonne de forage, notamment les masse tiges et les tiges lourdes, ont des dimensions radiales plusieurs fois inférieures à leurs dimensions longitudinales (typiquement, pour une tige lourde : 900cm de longueur pour un diamètre de 25cm). De plus, le diamètre des trous de forage dans lequel sont mises en oeuvre les tiges lourdes et les masse tiges est largement supérieur à leur diamètre propre. En général, le diamètre d'un tel trou de forage est de 17 ½ pouces (soit environ 44,5cm).A problem encountered in this technical field and in particular with this type of connection results from the fact that the elements of the drill string, in particular the rods and the heavy rods, have radial dimensions several times smaller than their longitudinal dimensions (typically, for a heavy stem: 900cm long for a diameter of 25cm). In addition, the diameter of the boreholes in which the heavy rods and the rods are used is much greater than their own diameter. In general, the diameter of such a borehole is 17 ½ inches (about 44.5cm).
Par conséquent, étant soumises à des contraintes en compression, ces colonnes d'éléments de forage sont naturellement sollicitées à se déformer en flambage dans le trou foré. Ce flambage se traduit localement par des efforts de flexion, notamment au niveau des raccords entre les éléments constituant la colonne. En pratique, ces raccords constituent des discontinuités géométriques, (notamment en raison des réductions de section) par rapport au reste de la colonne ; ils sont donc, en cas de flambage de celle-ci, le lieu de concentrations de contraintes, que par conséquent des risques importants de rupture à ce niveau.Therefore, being subjected to compressive stresses, these columns of drilling elements are naturally biased to deform buckling in the drilled hole. This buckling is translated locally by bending forces, especially at the connections between the elements constituting the column. In practice, these connections constitute geometrical discontinuities, (in particular because of section reductions) relative to the rest of the column; they are therefore, in case of buckling thereof, the place of concentration of stress, that consequently significant risks of rupture at this level.
Notamment, les efforts de torsion combinés à des efforts de flexion répétés au niveau des raccords entraînent typiquement des problèmes de rupture par fatigue causés principalement par des concentrations de contraintes sur l'élément femelle, notamment sur le cercle formant limite entre lesdites deux surfaces intérieures coniques. Il a été constaté, dans la pratique, que des ruptures causées par des phénomènes de fatigue avaient lieu le long de ce cercle, dont des portions sont sollicitées tantôt en compression, tantôt en traction selon l'orientation angulaire aléatoire du flambage de la colonne.In particular, the torsional forces combined with repeated bending forces at the joints typically result in fatigue failure problems caused mainly by stress concentrations on the joints. the female element, in particular on the boundary circle between said two conical inner surfaces. It has been found, in practice, that breaks caused by fatigue phenomena occur along this circle, portions of which are stressed sometimes in compression, sometimes in tension according to the random angular orientation of the buckling of the column.
Un ensemble à raccord selon le préamblule de la revendication 1 est connu par
La présente invention vise à pallier ces inconvénients et a pour objet un ensemble à raccord pour éléments de forage, répondant au mieux à la norme API Specification 7 mais permettant de résister à des contraintes internes élevées, résultant des efforts de torsion, compression et du flambage de la colonne de forage, et éviter ainsi la rupture d'éléments du raccord, notamment par phénomène de fatigue. Plus particulièrement, elle vise à réduire la valeur maximale des contraintes locales observées au niveau du raccord.The present invention aims to overcome these drawbacks and relates to a connection assembly for drilling elements, best meeting the API Specification 7 standard but allowing to withstand high internal stresses resulting from torsional forces, compression and buckling of the drill string, and thus prevent the breaking of elements of the connection, in particular by fatigue phenomenon. More particularly, it aims at reducing the maximum value of the local stresses observed at the connection.
Elle propose à cet effet un ensemble à raccord pour tiges lourdes ou masse-tiges de forage comprenant :
- un élément de raccord mâle ayant sensiblement une forme de révolution autour d'un axe longitudinal et qui comporte dans son sens longitudinal respectivement :
- une première portion sensiblement cylindrique formant épaulement à une de ses extrémités,
- une seconde portion de surface conique au moins partiellement filetée et s'effilant à partir de la première portion vers l'extrémité libre de l'élément
- un élément de raccord femelle sensiblement cylindrique, complémentaire dudit élément de raccord mâle, et qui comporte :
- une portion radiale formant une face d'appui pour ledit épaulement du premier élément et, longitudinalement, coaxialement et respectivement, à partir de cette portion,
- une surface intérieure conique au moins partiellement filetée complémentaire de la surface conique au moins partiellement filetée de l'élément mâle,
- une surface intérieure cylindrique
- a male coupling element having substantially a shape of revolution about a longitudinal axis and which has in its longitudinal direction respectively:
- a first substantially cylindrical portion forming a shoulder at one of its ends,
- a second conical surface portion at least partially threaded and tapering from the first portion to the free end of the element
- a substantially cylindrical female connector element, complementary to said male connector element, and which comprises:
- a radial portion forming a bearing face for said shoulder of the first element and, longitudinally, coaxially and respectively, from this portion,
- an at least partially threaded conical inner surface complementary to the at least partially threaded conical surface of the male element,
- a cylindrical inner surface
Ainsi, la présente invention permet de réduire les contraintes observées au niveau des raccords, résultant notamment du flambage des éléments, et d'augmenter ainsi la résistance à la rupture par fatigue au niveau des raccords.Thus, the present invention makes it possible to reduce the stresses observed at the connections, resulting in particular from the buckling of the elements, and thus to increase the resistance to fatigue fracture at the connections.
De manière préférée, l'élément femelle reprend les dimensions standard définies par la norme API Specification 7 et l'élément mâle est le seul élément de l'ensemble à raccord à être modifié tout en étant compatible avec des éléments femelle standard selon cette norme.Preferably, the female element takes the standard dimensions defined by the API Specification 7 standard and the male element is the only element of the connector assembly to be modified while being compatible with standard female elements according to this standard.
C'est ainsi que l'invention propose en outre un élément de raccord mâle pour tiges lourdes ou masse-tiges de forage destiné à coopérer avec un élément femelle et ayant sensiblement une forme de révolution autour d'un axe longitudinal et qui comporte dans son sens longitudinal respectivement :
- une première portion sensiblement cylindrique formant épaulement à une de ses extrémités,
- une seconde portion de surface conique au moins partiellement filetée et s'effilant à partir de la première portion vers l'extrémité libre de l'élément,
- a first substantially cylindrical portion forming a shoulder at one of its ends,
- a second portion of tapered surface at least partially threaded and tapering from the first portion to the free end of the member,
En fait, il a déjà été proposé par le document
Les éléments tubulaires décrits par ce document ne sont pas du matériel de forage proprement dit. Ils sont utilisés de manière quasi-statique lors de l'exploitation d'un trou foré, et ne sont pas soumis à des efforts de torsion et compression que l'on rencontre dans le matériel de forage. Ces éléments sont uniquement soumis à des efforts de traction exercés par leur propre poids. Le rôle des raccords entre ces éléments se limite à assurer l'étanchéité entre lesdits éléments et le milieu extérieur. Les contraintes mécaniques qui s'appliquent à ces éléments de tubage sont donc totalement différentes de celles de la présente invention. De plus, sur le type de tubages décrits par le document
A contrario, les connections entre tiges de forage, objet de la présente invention, ne posent généralement pas de problème de vissage, et ne nécessitent pas d'éléments de guidage.Conversely, the connections between drill pipes, object of the present invention, do not generally pose a problem of screwing, and do not require guiding elements.
Or, la présente invention vise à réduire, au niveau des raccords entre éléments de forage, la concentration de contraintes générées par le flambage résultant des efforts de compression/torsion agissant sur la colonne.However, the present invention aims to reduce, at the connections between drilling elements, the stress concentration generated by the buckling resulting compression forces / torsion acting on the column.
Il résulte de ce qui précède, que l'homme de métier cherchant à améliorer les raccords pour éléments de forage n'a a priori aucune raison de faire appel aux connaissances du domaine technique diamétralement opposé des raccords pour tubages pour extraction, d'autant que les normes applicables au forage sont très strictes et dissuadent en pratique l'homme de métier de chercher à les retoucher.It follows from the foregoing that the skilled person seeking to improve the connections for drilling elements has a priori no reason to appeal to the knowledge of diametrically opposite technical field of extraction casing fittings, especially as the standards applicable to drilling are very strict and deter in practice the skilled person to seek to retouch.
On connaît du document
Il en va de même pour le document
Selon des caractéristiques avantageuses de l'invention, éventuellement combinées :
- l'élément mâle comporte une gorge disposée entre ladite seconde portion et ladite troisième portion, de telle manière que, lorsque lesdits deux éléments sont assemblés, et lorsque ledit épaulement se trouve en butée contre la face d'appui radiale, la limite géométrique entre ladite surface intérieure conique et ladite surface intérieure cylindrique se trouve comprise dans l'espace formé par ladite gorge ;
- la troisième portion de surface de l'élément mâle formant portée est sensiblement cylindrique ;
- ladite portion est partiellement conique à son extrémité libre ;
- ladite conicité est inférieure à celle de la seconde portion conique au moins partiellement filetée ;
- la troisième portion a une dimension longitudinale au plus égale aux 2/3 de la dimension longitudinale de la seconde portion ;
- la troisième portion a une dimension longitudinale comprise entre 10 % et 50 % de son diamètre ;
- la gorge a un rayon de courbure compris entre % et 3 pouces soit environ entre 12 millimètres et 76 millimètres suivant le diamètre des raccords.
- les deux éléments sont axialement percés et débouchants.
- the male element comprises a groove disposed between said second portion and said third portion, such that, when said two elements are assembled, and when said shoulder is in abutment against the radial bearing face, the geometric limit between said conical inner surface and said cylindrical inner surface is included in the space formed by said groove;
- the third surface portion of the male bearing member is substantially cylindrical;
- said portion is partially conical at its free end;
- said taper is less than that of the second tapered portion at least partially threaded;
- the third portion has a longitudinal dimension at most equal to 2/3 of the longitudinal dimension of the second portion;
- the third portion has a longitudinal dimension of between 10% and 50% of its diameter;
- the groove has a radius of curvature between% and 3 inches is about 12 millimeters and 76 millimeters depending on the diameter of the fittings.
- the two elements are axially pierced and open.
Ainsi, la présente invention propose de répartir les contraintes de part et d'autre de la limite entre les deux surfaces, sans solliciter cette zone critique directement par contact mécanique.Thus, the present invention proposes to distribute the stresses on both sides of the boundary between the two surfaces, without soliciting this critical area directly by mechanical contact.
En d'autres termes, pour une même flexion du raccord, l'invention propose de répartir les efforts résultant de cette flexion sur une surface de contact plus élevée entre les deux éléments constituant le raccord, et donc de réduire la valeur des contraintes maximales observées (la contrainte étant par définition une force par unité de surface).In other words, for the same bending of the connection, the invention proposes to distribute the forces resulting from this bending on a higher contact surface between the two elements constituting the connection, and thus to reduce the value of the maximum observed stresses. (the constraint is by definition a force per unit area).
De plus, le fait d'ajouter une portée faiblement conique, voire cylindrique, au-delà de cette zone critique, permet de déplacer une partie des efforts sur une surface plus éloignée de l'extrémité libre de l'élément femelle vers une portion de cet élément femelle où les parois ont une section plus importante leur permettant de mieux résister aux sollicitations mécaniques.In addition, the fact of adding a slightly conical or even cylindrical range beyond this critical zone makes it possible to move a part of the forces on a surface farther from the free end of the female element towards a portion of this female element where the walls have a larger section allowing them to better withstand mechanical stresses.
Les caractéristiques et avantages de l'invention ressortiront de la description qui suit, donnée à titre illustratif et nullement limitatif, en regard aux dessins annexés sur lesquels :
- La
figure 1 est une vue en coupe longitudinale d'un élément femelle classique en soi, conforme à la norme API. - La
figure 2 est vue en coupe longitudinale d'un élément male selon l'invention, - La
figure 3 est une vue en coupe longitudinale des deux éléments précités à l'état assemblé selon l'invention.
- The
figure 1 is a longitudinal sectional view of a conventional female element in itself, in accordance with the API standard. - The
figure 2 is seen in longitudinal section of a male element according to the invention, - The
figure 3 is a longitudinal sectional view of the two aforementioned elements in the assembled state according to the invention.
Comme visible en
L'élément de raccord mâle 300 présente une forme de révolution et comporte dans son sens longitudinal une première portion 302 sensiblement cylindrique conformée à une de ses extrémités en épaulement 301, et destinée, à son extrémité opposée, à coopérer avec un élément de colonne de forage (non représenté), une portion conique 310 pourvue d'un filetage 311, une gorge 320 étant prévue entre ladite portion sensiblement cylindrique 302 conformée en épaulement 301 et la portion conique 310, et une portion sensiblement cylindrique 330 formant extrémité de l'élément 300, et raccordée à la portion conique 310 par une gorge 340.The
Cette gorge a avantageusement un rayon de courbure compris entre ½ et 3 pouces suivant les diamètres des raccords, soit entre environ 12 millimètres et 76 millimètres.This groove advantageously has a radius of curvature of between ½ and 3 inches depending on the diameters of the connections, or between about 12 millimeters and 76 millimeters.
L'élément de raccord 300 est percé à l'extrémité destinée à coopérer avec un élément de colonne d'un alésage 350 sensiblement cylindrique terminé par une portion 360 conique s'élargissant pour déboucher à l'extrémité opposée de l'élément de raccord 300.The connecting
L'élément de raccord femelle 200 est également débouchant et présente une forme extérieure sensiblement cylindrique, et, à son extrémité opposée à l'extrémité destinée à coopérer avec un élément de colonne de forage (non représenté), une face radiale 201 formant face d'appui pour coopérer avec ledit épaulement 301, et, dans le sens longitudinal, coaxialement respectivement, une portion de surface intérieure conique 210 partiellement pourvue d'un filetage 211 complémentaire de la surface conique 310 pourvue du filetage 311, une portion de surface intérieure sensiblement cylindrique 220 destinée à coopérer avec la portion cylindrique 330 en ajustement libre et de préférence glissant juste, une portion de surface intérieure conique 230 de même conicité que la portion 210, une portion de surface intérieure 240 de conicité sensiblement plus élevée que la portion 210, et une portion de surface cylindrique 250 débouchant à l'extrémité destinée à coopérer avec un élément de colonne de forage (non représenté).The
Comme visible en
Le contact entre l'épaulement 301 et la surface radiale 201 assure l'étanchéité de l'ensemble.The contact between the
La gorge 340 se trouve à cheval entre la surface conique 210 et la surface cylindrique 220, sensiblement en face du cercle 260 formant limite entre ces deux surfaces.The
Ainsi, lors d'une sollicitation en flexion de l'ensemble 100, les deux surfaces formant portée 330 et 220 entrent en contact puis en appui, ce qui permet de distribuer les efforts, réduire les contraintes observées au niveau de l'élément femelle, sans que le cercle critique et son voisinage immédiat ne soient sollicités en contact.Thus, during a flexural biasing of the
Il est à noter que les gorges 320 et 340 peuvent être utilisées pour l'engagement et le dégagement d'un outil de coupe servant à l'usinage du filetage 311 de la partie 310 qu'elles encadrent. Le filetage 311 peut, cependant, être fabriqué selon tout autre procédé.It should be noted that the
Par ailleurs, les deux gorges peuvent également servir de gorges de relaxation pour fluides sous pression afin de contribuer à l'étanchéité de l'ensemble.In addition, the two grooves can also serve as relaxation grooves for pressurized fluids to help seal the assembly.
Avantageusement, ces deux gorges peuvent recevoir des joints d'étanchéité (non représentés), par exemple des joints toriques, afin d'améliorer l'étanchéité du raccord.Advantageously, these two grooves can receive seals (not shown), for example O-rings, to improve the sealing of the connection.
Alternativement ou en complément de ce qui précède, une gorge (non représentée) peut être usinée dans la portée 330 afin d'accueillir un joint d'étanchéité, par exemple un joint torique, toujours en vue d'améliorer l'étanchéité de l'ensemble, notamment lors d'un forage en éruption, par exemple.Alternatively or in addition to the above, a groove (not shown) can be machined in the
Avantageusement, la portée 330 peut être non pas cylindrique mais légèrement conique (avec une conicité inférieure à celle des portions filetées), au moins partiellement, à son extrémité libre, pour faciliter un contact linéique avec portée 220 en cas de flexion de l'ensemble, et assurer une meilleure distribution (répartition) des contraintes.Advantageously, the
Ces éléments sont avantageusement conformes à la norme API Specification 7.These elements are advantageously in accordance with the API Specification 7 standard.
Plus précisément, les éléments ont avantageusement les dimensions suivantes, données à titre d'exemple (pour une connexion de type NC50 selon la norme API):
- diamètre intérieur maximal de la portion 210: 153 millimètres environ ;
- diamètre intérieur minimal de la portion 210: 134 millimètres environ ;
- longueur totale de la portion conique 210 : 114 millimètres environ ;
- longueur filetée de la portion conique 210 : 98 millimètres environ ;
- longueur de la portion cylindrique 220 : 51 millimètres environ ;
- diamètre intérieur de la portion cylindrique 220 : 134 millimètres environ ;
- longueur de la portion conique 230 : 51 millimètres environ ;
- conicité de la portion 240 : 30° environ ;
- diamètre intérieur de la portion cylindrique 250: 76 millimètres environ ;
- diamètre intérieur de la gorge 320 : 138 millimètres environ ;
- diamètre extérieur maximal de la portion conique 310: 154 millimètres environ ;
- longueur entre l'épaulement 301 et l'extrémité la plus éloignée de la gorge 340 : 114 millimètres environ ;
- diamètre minimal de la gorge 340 : 128 millimètres environ ;
- largeur maximale de la gorge 340 : 20 millimètres environ ;
- rayon de courbure minimal de la gorge 340 :
- diamètre intérieur de la portion 350 : 76 millimètres environ ;
- diamètre intérieur maximal de la portion conique 360: 83 millimètres environ ;
- jeu sur le diamètre entre les
portions 330 et 220 : ajustement H7g6)
- maximum inside diameter of portion 210: approximately 153 millimeters;
- minimum inside diameter of portion 210: approximately 134 millimeters;
- total length of the tapered portion 210: about 114 millimeters;
- threaded length of the conical portion 210: about 98 millimeters;
- length of the cylindrical portion 220: about 51 millimeters;
- inner diameter of the cylindrical portion 220: about 134 millimeters;
- length of the conical portion 230: about 51 millimeters;
- taper of the portion 240: about 30 °;
- inner diameter of the cylindrical portion 250: about 76 millimeters;
- inner diameter of throat 320: approximately 138 millimeters;
- maximum outside diameter of the conical portion 310: approximately 154 millimeters;
- length between the
shoulder 301 and the end farthest from the groove 340: 114 millimeters approximately; - minimum diameter of throat 340: approximately 128 millimeters;
- maximum width of the groove 340: approximately 20 millimeters;
- radius of curvature of throat 340:
- inner diameter of the portion 350: about 76 millimeters;
- maximum inside diameter of conical portion 360: approximately 83 millimeters;
- play on the diameter between the
portions 330 and 220: adjustment H7g6)
Un test a permis d'évaluer à environ 60 % la réduction des contraintes ainsi obtenues à 10 cm de la portée d'étanchéité, constituée par le contact entre l'épaulement 301 et la surface radiale 201 (ce test a été réalisé avec des jauges de contraintes posées sur la surface extérieure de l'élément femelle, à 2, 4, 6, 8 pouces, à savoir 50,8 ; 101,6 ; 152,4 ; 203,2 millimètres, de la portée d'étanchéité 201).A test made it possible to evaluate at approximately 60% the reduction of the stresses thus obtained at 10 cm from the sealing surface, constituted by the contact between the
Il est à noter que de nombreuses modifications ou variantes de l'ensemble à raccord décrit et représenté peuvent être aisément réalisées par l'homme de métier sans sortir du cadre de l'invention.It should be noted that many modifications or variations of the connector assembly described and shown can be easily performed by the skilled person without departing from the scope of the invention.
Claims (10)
- Connection assembly (100) for drill collars or heavyweight drill pipes, comprising:- a male connecting element (300) having a substantially circular section about a longitudinal axis and that includes within its longitudinal direction, respectively:- a substantially cylindrical first portion (302) forming a shoulder (301) at one of its ends,- an at least partly threaded second conical surface portion (310) tapering from the first portion toward the free end of the element,- a substantially cylindrical female connecting element (200), complementary to said male connecting element, including:said two connecting elements (200, 300) being intended to be assembled together by a screwing action entailing several turns of the threads and the male connecting element further including, between said second portion (310) and its free end, a third surface portion (330) of lower taper than the second portion of the conical surface (310) characterised in that said third surface portion (330) is sized relative to said cylindrical interior surface (220) so that there exists a gap whereby these two surfaces come respectively intro bearing engagement if the assembly is stressed in bending.- a radial portion (201) forming a bearing face for said shoulder (301) of the first element and, longitudinally, coaxially and respectively, from that portion,- an at least partially threaded conical interior surface (210) complementary to the at least partially threaded conical surface (310) of the male element,- a cylindrical interior surface (220),
- Connection assembly (100) according to claim 1, characterised in that the male element (300) includes a groove (340) disposed between said second portion (310) and said third portion (330), so that, when said two elements are assembled together, and when said shoulder (301) is abutted against the radial bearing face, the geometrical limit between said conical interior surface and said cylindrical interior surface is in the space formed by said groove.
- Connection assembly (100) according to either of the preceding claims, characterised in that the third surface portion (330) of the male element forming a bearing surface is substantially cylindrical.
- Connection assembly (100) according to claim 3, characterised in that said portion (330) is partially conical at its free end.
- Connection assembly (100) according to claim 4, characterised in that said taper is less than that of the at least partly threaded second conical portion (310).
- Connection assembly (100) according to any ane of claims 1 to 5, characterised in that the third portion (330) has a longitudinal dimension at most equal to 2/3 of the longitudinal dimension of the second portion (310).
- Connection assembly (100) according to any one of claims 1 to 6, characterised in that the third portion (330) has a longitudinal dimension from 10% to 50% of its diameter.
- Connection assembly (100) according to any one of claims 1 to 7, characterised in that the groove (340) has a radius of curvature from 1/2 to 3 inches, i.e. from approximately 12 millimeters to 76 millimeters.
- Connection assembly (100) according to any one of the preceding claims, characterised in that the two elements (200, 300) are axially bored and open-ended.
- Male connecting element (300) for heavyweight drill pipes or drill collars intended to cooperate with a female element (200) in order to form an assembly according to any one of the preceding claims and having a substantially circular shape about a longitudinal axis, including in its longitudinal direction, respectively:- a substantially cylindrical first portion (302) forming a shoulder (301) at one of its ends,- an at least partly threaded second conical surface portion (310) tapering from the first portion toward the free end of the element,the male connecting element further including, between said second portion and its free end, a third surface portion (330) of smaller taper than the second conical surface portion.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0512356A FR2894279B1 (en) | 2005-12-06 | 2005-12-06 | CONNECTING ASSEMBLY FOR DRILL BODY OR HEAVY DRILLING RODS |
PCT/FR2006/002629 WO2007065986A1 (en) | 2005-12-06 | 2006-12-01 | Connection assembly for drill collars or heavy drill pipes |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1957850A1 EP1957850A1 (en) | 2008-08-20 |
EP1957850B1 true EP1957850B1 (en) | 2009-04-29 |
Family
ID=36952400
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06841839A Not-in-force EP1957850B1 (en) | 2005-12-06 | 2006-12-01 | Connection assembly for drill collars or heavy drill pipes |
Country Status (7)
Country | Link |
---|---|
US (1) | US20080289879A1 (en) |
EP (1) | EP1957850B1 (en) |
AT (1) | ATE430280T1 (en) |
DE (1) | DE602006006594D1 (en) |
DK (1) | DK1957850T3 (en) |
FR (1) | FR2894279B1 (en) |
WO (1) | WO2007065986A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102009052335A1 (en) * | 2009-08-28 | 2011-03-03 | Tracto-Technik Gmbh & Co. Kg | Plug-in coupling for a drill pipe and drill pipe |
WO2023144377A1 (en) * | 2022-01-31 | 2023-08-03 | Sandvik Mining And Construction Tools Ab | Drilling component |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5064224A (en) * | 1989-03-08 | 1991-11-12 | Baroid Technology, Inc. | Oil field tubular connection |
US5908212A (en) * | 1997-05-02 | 1999-06-01 | Grant Prideco, Inc. | Ultra high torque double shoulder tool joint |
WO2005095840A1 (en) * | 2004-03-31 | 2005-10-13 | Nkktubes | Double shoulder tool joint |
-
2005
- 2005-12-06 FR FR0512356A patent/FR2894279B1/en not_active Expired - Fee Related
-
2006
- 2006-12-01 EP EP06841839A patent/EP1957850B1/en not_active Not-in-force
- 2006-12-01 US US12/096,518 patent/US20080289879A1/en not_active Abandoned
- 2006-12-01 WO PCT/FR2006/002629 patent/WO2007065986A1/en active Application Filing
- 2006-12-01 AT AT06841839T patent/ATE430280T1/en not_active IP Right Cessation
- 2006-12-01 DK DK06841839T patent/DK1957850T3/en active
- 2006-12-01 DE DE602006006594T patent/DE602006006594D1/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
FR2894279B1 (en) | 2010-08-27 |
DE602006006594D1 (en) | 2009-06-10 |
FR2894279A1 (en) | 2007-06-08 |
WO2007065986A1 (en) | 2007-06-14 |
ATE430280T1 (en) | 2009-05-15 |
EP1957850A1 (en) | 2008-08-20 |
DK1957850T3 (en) | 2009-08-24 |
US20080289879A1 (en) | 2008-11-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2466791C (en) | Premium tubular threaded joint comprising at least a threaded element with end lip | |
FR2757563A1 (en) | Joint for connecting thin-walled tubes in mineral exploration drill string | |
EP1269059B1 (en) | Fatigue-resistant threaded bevelled tubular element | |
CA2439977C (en) | Fatigue-resistant threaded component for a tubular threaded joint | |
CA2400824C (en) | Threaded tubular element for fatigue resistant threaded tubular joint and resulting threaded tubular joint | |
EP1295007B1 (en) | Tubular threaded joint with reinforced stop | |
EP1121553B1 (en) | Integral threaded assembly of two metal tubes | |
EP3140493B1 (en) | Section of a riser provided with an inner locking ring and a means for adjusting play between the auxiliary tube elements and the main tube elements | |
WO2009101279A2 (en) | Riser pipe segment with flanged auxiliary ducts and bayonet connections | |
FR3029593A1 (en) | HELICOIDAL TUBULAR COMPONENT | |
EP3140494B1 (en) | Section of a riser provided with a locking ring arranged between the main tube and the auxiliary tube | |
EP2798141B1 (en) | Thread joint with low tightening torque | |
EP1957850B1 (en) | Connection assembly for drill collars or heavy drill pipes | |
FR2976015A1 (en) | TUBULAR COMPONENT FOR EXPLORING A HYDROCARBON WELL | |
EP2985407B1 (en) | Riser connector provided with an external locking ring | |
WO2013190219A1 (en) | Drill string element with a fluid activation area | |
WO1994020726A1 (en) | Dual body drillpipe for use in so-called counterflush drilling methods | |
EP0292464A1 (en) | Threaded connector for a drill pipe | |
FR2818728A1 (en) | Tubular threaded joint with male and femal threaded elements which screw together until two bearing shoulders interfere | |
BE1000526A3 (en) | Threaded drilling rod screw joint - has conical male connector with generatrices inclined by less than 3 deg. and helical thread inclined by less than half that angle | |
BE1000525A3 (en) | Threaded drilling rod screw joint - has conical male connector with generatrices inclined by less than 3 deg. and helical thread inclined by less than half that angle | |
BE484968A (en) |
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 |
|
17P | Request for examination filed |
Effective date: 20080328 |
|
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 HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
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 HU IE IS IT LI LT LU LV MC NL 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 |
|
REF | Corresponds to: |
Ref document number: 602006006594 Country of ref document: DE Date of ref document: 20090610 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20090829 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: 20090429 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: 20090429 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: 20090429 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: 20090809 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20090829 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: 20090429 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: 20090429 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: 20090429 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: 20090729 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: 20090429 |
|
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: 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: 20090429 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: 20090429 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: 20090429 Ref country code: RO 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: 20090429 |
|
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: 20090429 |
|
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: 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: 20090729 |
|
26N | No opposition filed |
Effective date: 20100201 |
|
BERE | Be: lapsed |
Owner name: KESSLER, FRANCOIS Effective date: 20091231 |
|
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: 20100701 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20090730 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20091231 |
|
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: 20100701 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100104 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20101210 Year of fee payment: 5 |
|
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: 20090429 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20101208 Year of fee payment: 5 |
|
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: 20091201 |
|
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: 20091030 |
|
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: 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: 20090429 |
|
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: 20090429 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20101231 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20101231 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20111201 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20120831 |
|
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: 20111201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120102 |