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EP3194259B1 - Fairlead to guide a anchor chain, for a floating installation - Google Patents

Fairlead to guide a anchor chain, for a floating installation Download PDF

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Publication number
EP3194259B1
EP3194259B1 EP15780918.7A EP15780918A EP3194259B1 EP 3194259 B1 EP3194259 B1 EP 3194259B1 EP 15780918 A EP15780918 A EP 15780918A EP 3194259 B1 EP3194259 B1 EP 3194259B1
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EP
European Patent Office
Prior art keywords
fairlead
downstream
upstream
rotation
chain
Prior art date
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Active
Application number
EP15780918.7A
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German (de)
French (fr)
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EP3194259A1 (en
Inventor
Philippe Busson
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NOV BLM SAS
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NOV BLM SAS
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Priority to PL15780918T priority Critical patent/PL3194259T3/en
Publication of EP3194259A1 publication Critical patent/EP3194259A1/en
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Publication of EP3194259B1 publication Critical patent/EP3194259B1/en
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/04Fastening or guiding equipment for chains, ropes, hawsers, or the like
    • B63B21/10Fairleads
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/18Stoppers for anchor chains
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers

Definitions

  • the present invention relates to systems for anchoring floating installations, in particular for ground anchoring oil well platforms or production, storage and unloading vessels (also referred to as “Floating Production Storage”). and Offloading (Unit) "or” FPSO “).
  • the offshore oil well installations consist of floating platforms connected to the wellhead and anchored to the ground by means of anchor chains.
  • these platforms may have sides of several tens of meters, and a weight likely to reach several tens of thousands of tons (even several hundred thousand tons). They support all the means necessary for the extraction of oil, possibly also for its processing on site; sometimes they also include equipment intended to ensure a human presence on board.
  • anchoring For anchoring, it is very generally used several groups of chains (also called anchor lines), each of these groups being arranged at one of the corners of the platform.
  • Each anchor group has several chains (three to eight for example) which are arranged parallel to each other.
  • Each anchor chain consists of a chain with metal links each of which has a length of a few tens of centimeters and is made from a wire having for example 9 to 20 cm in diameter.
  • each of these anchor chains comprises means for its attachment to the ground, via a solid sunken into the seabed.
  • Their upper end extends to a maneuvering station which is arranged on the side of the platform, above its waterline, for operation by a tensioner winch.
  • each anchor chain by the tensioner winch associated with it is locked by locking means, some of which may be provided within even the fairlead, in the form for example of a jaw composed of two jaws articulated around axes of rotation parallel to each other.
  • fairleads also provide guidance for a change of direction of the associated anchoring chain between, on the one hand, an upstream section extending vertically from the operating station and, on the other hand, a downstream section extending in an inclined manner up to the sunken mass in the seabed.
  • the downstream structure is assembled with the upstream structure by means of pivot connection means defining a horizontal axis of rotation.
  • This downstream structure is thus able to pivot about this horizontal axis of rotation, in an admissible angular sector, so as to adapt to the inclination of the downstream section of the anchor chain.
  • this intermediate section may be subject to inappropriate bending for certain inclinations of the downstream structure relative to the return means carried by the upstream structure.
  • the upstream attachment support and the downstream arcuate element are assembled by pivot connection means which define a horizontal axis of rotation.
  • pivot connection means are deported under the line of passage of the chain to not hinder its movement; which makes the structure cumbersome and harms its strength.
  • the present invention aims to overcome this drawback, by proposing a fairlead structure very compact and resistant, and which also reduces (or eliminate) voltage phenomena on the intermediate section, regardless of the angular position of its structure downstream.
  • such a fairlead is of a small footprint and is very resistant; it also allows a return of the anchor chain, without subjecting inappropriate bending to its intermediate section, regardless of the inclination of its downstream structure with respect to its upstream structure.
  • fairleads 1 are intended to be part of a system 2 for ground anchoring a floating platform P (this platform P is shown here only partially).
  • This platform P floats on the body of water M , above the soil S of the seabed, by defining a waterline F.
  • the anchoring system 2 consists of several anchoring groups G , for example each arranged at one of the corners of the platform P (on the figure 1 only one of these anchor groups G is shown).
  • each anchor group G comprises a plurality of anchor chains C (here seven anchor chains C ) which are juxtaposed and arranged parallel or substantially parallel to each other.
  • Each anchor chain C is formed of a plurality of metal links M1 , M2 intertwined two by two (visible in particular on the figure 5 ).
  • links M1 , M2 each define a general plane M1 ' , M2' respectively.
  • the general planes M1 ' , M2' of two successive links M1 , M2 extend perpendicularly with respect to each other.
  • These links M1 , M2 are made of steel; their length may be of the order of 50 to 120 cm and their width may be of the order of 30 to 80 cm. They are made from a wire whose diameter is for example between 9 and 20 cm.
  • the lower downstream end C1 of the anchoring chains C is fixed by any suitable means to a solid mass T placed on the ground S of the seabed, or preferably sunk into this soil S (on the figure 1 only the lower end C1 of one of the chains C is shown).
  • the upstream upper end C2 of the various chains C extends to a maneuvering station 3 equipping the platform P , above the waterline F , and in this case at the upper part of the platform P ( Figures 1 and 2 ).
  • the stopper means 4 which cooperate with each chain C consist of jaw type mechanisms comprising two jaws articulated around horizontal axes.
  • These jaws are operable in opposite directions with respect to each other (for example by means of an operating wheel) between - an active position, for locking in translation of the anchor chain C associated in one direction upstream to downstream, and - an inactive position, in which they are spaced from each other so as to allow the translation of the chain C.
  • the tensioner winch 5 consists for example of an electric winch, able to maneuver in both directions the anchor chain C associated therewith.
  • This tensioning winch 5 is mounted here on a rolling chassis guided by a rail structure, which is arranged along a raceway parallel to the stopper means 4.
  • each anchor chain C is associated with its own fixed tensioner winch.
  • Each anchor chain C also has an intermediate section C3 extending between its lower end C1 and its upper end C2.
  • This intermediate section C3 cooperates with one of the fairleads 1, fixed here on the platform P and below the level of its water line F.
  • This fairlead 1 makes it possible to deport below the waterline F the point from which the associated anchoring chain C deviates from the platform P ( figure 1 ).
  • a chute section 6 participates in guiding and maintaining the vertical section C4 of each anchor chain C.
  • Such a fairlead structure 1, and in particular the presence of the return means 13 on the downstream structure 11, makes it possible to reduce (or even eliminate) the possible voltage phenomena generated on the intermediate section C3 of the anchor chain C , regardless of the inclination of the downstream structure 11 around its axis of rotation 12 '.
  • the upstream structure 10 of the fairlead 1 is assembled with a support portion 15 which is detachably secured to a receiving portion 16 fixed to the floating platform P , for example by welding and / or by inserts (bolting , riveting, etc.).
  • the upstream structure 10 is secured to the support part 15 so as to give it a degree of freedom in rotation about an axis 17 extending vertically, or at least approximately vertically ( Figures 3 and 4 ).
  • the support portion 15 comprises a cylindrical plain bearing (not visible in the figures) on which is fitted and guided in rotation a cylindrical rear portion 101 (forming a pin) of the upstream structure 10.
  • This upstream structure 10 also comprises a carrier portion 102 on which the downstream structure 11 is attached.
  • This carrier portion 102 here comprises two lateral arms 1021 (each in the form of a plate), which extend parallel and facing each other, each in a vertical plane.
  • These two lateral arms 1021 have a spacing adapted to define, between them, a passage for the anchor chain C.
  • the downstream structure 11 comprises a support portion 111 which carries the return means 13 and the locking means 14.
  • the support portion 111 is constituted here by two metal side plates (designated by the same reference numeral 111) which are arranged parallel and at a distance from each other, on either side of a longitudinal axis 11 'of the downstream structure 11.
  • the side plates 111 arranged in vertical planes, define the passage of the anchor chain C.
  • upstream ends 111 and downstream 111 b still constitute, respectively, the upstream and downstream ends of the downstream structure 11 (respectively designated by the same reference numerals).
  • each of the side plates 111 consists of a bearing in U.
  • Each upstream end 111 thus receives one of the two lateral arms 1021 of the upstream structure 10, between its two branches 111a 1, 111a 2 and cooperate with each other through a pin 12 a.
  • the pivot connection means 12 of the downstream structure 11 thus comprise two journals 12a, arranged at a distance from one another and coaxially to define the horizontal axis of rotation 12 '.
  • Such a structure is particularly useful for defining the horizontal axis of rotation 12 'while preserving a passage for the anchor chain C within the downstream structure 11.
  • the return means 13 are here formed by an elongate metal piece which is secured between the two side plates 111 of the downstream structure 11, and they extend over part of the length of this downstream structure 11.
  • the lower surface 131 of this elongated metal piece 13 constitutes a sliding surface for the intermediate portion C3 of the guide chain C.
  • Longitudinal section in particular means a cutting plane extending parallel to the side plates 111 of the downstream structure 11 or perpendicularly to its horizontal axis of rotation 12 '.
  • the upstream portion 133 of the return means 13 extends opposite and at a distance from the horizontal axis of rotation 12 '.
  • This upstream portion 133 of the return means 13 thus extends on either side of a radial plane R which, on the one hand, passes through the horizontal axis of rotation 12 'and, on the other hand, extends perpendicularly to the longitudinal axis 11 'of the downstream structure 11 ( figure 4 ).
  • the deflecting means 13, and particularly the upstream arcuate portion 133 extending between the inner legs 111a 1 facing the two upstream ends 111 of the side plates 111.
  • This upstream portion 133 here defines a circular arc, extending over an angular sector of the order of 30 ° to 50 °.
  • the diameter of this upstream portion 133 advantageously corresponds to 7 to 20 times the diameter of the wire of the links constituting the anchor chain C , preferably of the order of 15 to 18 times.
  • This structural feature aims to impart optimum curvature to the intermediate portion C3 of the anchor chain C.
  • the diameter of the upstream portion 133 is preferably 2680mm.
  • the downstream portion 134 extends parallel to the longitudinal axis 11 'of the downstream structure 11.
  • This downstream portion 134 extends over only a portion of the length of the downstream structure 11, and thus ends at a distance from the locking means 14.
  • the longitudinal groove 135 here consists of an inverted U-shaped horizontal cross section, which consists of a bottom wall 1351 extended by two side walls 1352 extending at a distance and facing each other. .
  • the two side strips 136 extend opposite each other and at right angles to the side walls 1352 of the longitudinal groove 135 and relative to the side plates 111.
  • the upstream end 137 of the return means 13 is flared, so as to facilitate the passage of the chain C at the level of the return means 13.
  • the return means 13 are dimensioned according to the size of the links M1 , M2 constituting the anchor chain C.
  • the distance separating the two side plates 111 facing the downstream structure 11 is identical (with the clearance), or greater, to the width of the links M1 , M2 of the chain C.
  • the depth of the bottom wall 1351 of the return means 13 is slightly greater than half the width of the links M1 , M2 of the chain C.
  • This bottom wall 1351 is, on the one hand, identical (with the clearance), or greater than the wire diameter of the links of the chain C , and on the other hand, less than the width of said links.
  • these return means 13 are adapted to receive several dimensions of chain links, or even a useful cable during the installation of the anchor chain C.
  • the depth of the bottom wall 1351 of the return means 13 is 200mm; the width of this bottom wall 1351 is 170mm.
  • the locking means 14 comprise in turn a jaw 141 (visible in particular on the Figures 8 and 9 ) associated with maneuvering means 142.
  • the jaw 141 located between the two side plates 111 of the downstream structure 11 (at their downstream ends 111b opposite) consists of two jaws 1411, 1411 has one lower and the other upper 1411 b.
  • the axes of rotation 1413 of these two jaws 1411 extend horizontally, parallel to one another and also parallel to the horizontal axis of rotation 12 'of this downstream structure 11.
  • the counterweight 1421 has the general shape of a Ve or U open downwards, intended in the lower position to overlap the tubular member 112 of the downstream structure 11 ( figure 8 -
  • the horizontal link M2 downstream of the vertical link M1 in support blocks the closure of the jaws 1411 and thus the descent of the counterweight 1421 just above and without contact with the tubular member 112).
  • This counterweight 1421 has for example a mass of between 100 kg and 2000 kg.
  • This counterweight 1421 is carried by two arms 1424 ( figure 6 ) Connected with the lower jaw 1411 in the jaw 141.
  • Each arm 1424 comprises, on the one hand, a first end secured to a lateral end of the counterweight 1421, and on the other hand, a second end secured to the lower jaw 1411 a .
  • These arms 1424 are thus coupled to either side of the lower jaw 1411 has, ensuring maneuvering these arms 1424 and 1421 associated counterweight along the axis of rotation of said lower jaw 1413 in 1411 is associated.
  • the actuator means 1422 here consists of a linear actuator carried by the downstream structure 11, and in particular by its lower face.
  • the linear actuator 1422 consists in the species in a pneumatic cylinder, associated with a pneumatic supply and a pneumatic distributor (not shown) located at the operating station 3.
  • the linear actuator 1422 is a simple pneumatic actuator, cooperating with a lower extension 1416 of the lower jaw 1411 in the jaw 141.
  • This linear actuator 1422 is here fixed without degree of freedom and it extends parallel, or at least approximately parallel, to the longitudinal axis 11 'of the downstream structure 11.
  • This linear actuator 1422 includes a cylinder 1422 and a movable rod 1422 b.
  • the rod 1422 b is deployable; its free end has the general shape of a spherical cap for cooperating with a rear face of the lower extension 1416 of the lower jaw 1411 a.
  • the gears 1423 here consist of two plates which are each integral in rotation with one of the jaws 211.
  • this fairlead 1 As well as the operation of its jaws 1411 between the active and inactive positions, is described above in relation to the Figures 8 and 9 .
  • the counterweight 1421 is in the low position, ensuring the holding of the jaws 1411 in the active position due to the force exerted.
  • This active position is maintained thanks to 1421 counterweight in the low position, coupled to the lower jaw 1411 a.
  • the counterweight 1421 is here directly overlying the downstream duct 112, and thus extends just above the downstream section C5 of the anchor chain C.
  • This counterweight 1421 thus exerts a moment of force on the lower jaw 1411 has through its arm 1424 in a first rotational direction (here clockwise in the figures); the gear 1423 transmits a moment of force on the upper jaw 1411 b in a second direction of rotation (anti-clockwise).
  • the anchor chain C is thus suitably locked in translation by the locking means 14, in the upstream to downstream direction.
  • This anchor chain C is additionally supported on the lower surface 131 of the return means 13 of the downstream structure 11, as illustrated in FIG. figure 5 .
  • This arrangement of the return means 13 on the downstream structure 11 makes it possible to limit or even eliminate inappropriate bends of the intermediate section, as a function of the inclination of the downstream section 11, which would then be capable of generating undesirable tensions on the latter. .
  • control means are controlled so as to cause the extraction of the rod 1422 b of the linear actuator 1422, with respect to its cylinder 1422 has ( figure 9 ).
  • This operation then causes the movement of the end of rod 1422 b which presses on the lower extension 1416 of the lower jaw 1411 a, thereby generating the pivoting of the jaws 1411 has around its axis of rotation 1413 in the counterclockwise .
  • This movement is transmitted to the upper jaw 1411 b through the gear 1423, generating its pivoting in a reverse direction (clockwise on the figure 9 ).
  • the counterweight 1421 is in turn maneuvered from its low position (near the downstream tubular section 112 - figure 8 ), up to a high position (at a distance from this same tubular section 112 - figure 9 ).
  • the counterweight 1421 operated in this high position allows the accumulation of a potential mechanical energy, in particular a potential energy of gravity.
  • the counterweight 1421 in the low position ( figure 8 ) and in the high position ( figure 9 ) Is offset downstream with respect to its axis of rotation 1413 (that is to say still offset downstream with respect to the axis of rotation of its associated arm 1424).
  • the anchor chain C can then be manipulated in translation in the fairlead 1, in both directions.
  • the counterweight 1421 then causes the retraction rod 1422 b in the cylinder 1422a and the pivoting of the associated jaw 1411 in the active position ( figure 8 ).
  • This embodiment with linear actuator 1422 has the advantage of being simple and reliable, with the use of a single actuator single effect (so with a single seal).
  • the counterweight 1421 is additionally equipped with a fastening plate 1421 has ( figure 3 ) on which a hook can be fixed so as to be able to pull upward on the counterweight 1421 and thus bring it from its low position to its high position.
  • This platinum is particularly useful as redundant safety means, to allow the opening of the jaw 141 and release the chain C in the fairlead 1, in case of failure of the pneumatic system, for example.
  • the fairlead according to the invention thus provides a simple and effective solution for reducing or even eliminating the tensions during the angular variation of the downstream structure 11 about its horizontal axis of rotation 12 '.
  • the fairlead 1 according to the invention thus has the advantage of proposing an erased return at the intermediate section of the anchor chain, without exerting any additional tension generated by the variations of inclination of the downstream structure.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Devices For Conveying Motion By Means Of Endless Flexible Members (AREA)
  • Bridges Or Land Bridges (AREA)
  • Earth Drilling (AREA)
  • Piles And Underground Anchors (AREA)

Description

DOMAINE TECHNIQUE AUQUEL SE RAPPORTE L'INVENTIONTECHNICAL FIELD TO WHICH THE INVENTION REFERS

La présente invention concerne les systèmes pour l'ancrage d'installations flottantes, en particulier pour l'ancrage au sol des plateformes d'exploitation de puits de pétrole ou des navires de production, de stockage et de déchargement (encore dénommés « Floating Production Storage and Offloading (Unit) » ou « FPSO » en anglais).The present invention relates to systems for anchoring floating installations, in particular for ground anchoring oil well platforms or production, storage and unloading vessels (also referred to as "Floating Production Storage"). and Offloading (Unit) "or" FPSO ").

ARRIERE-PLAN TECHNOLOGIQUEBACKGROUND

De manière classique, les installations pour l'exploitation en mer des puits de pétrole consistent en des plateformes flottantes connectées à la tête de puits et ancrées au sol au moyen de chaînes d'ancrage.Conventionally, the offshore oil well installations consist of floating platforms connected to the wellhead and anchored to the ground by means of anchor chains.

De section horizontale généralement carrée, ces plateformes peuvent présenter des côtés de plusieurs dizaines de mètres, et un poids susceptible d'atteindre plusieurs dizaines de milliers de tonnes (voire plusieurs centaines de milliers de tonnes).
Elles supportent l'ensemble des moyens nécessaires pour l'extraction du pétrole, éventuellement aussi pour sa transformation sur place ; parfois encore elles comportent des équipements destinés à assurer une présence humaine à bord.
Of a generally square horizontal section, these platforms may have sides of several tens of meters, and a weight likely to reach several tens of thousands of tons (even several hundred thousand tons).
They support all the means necessary for the extraction of oil, possibly also for its processing on site; sometimes they also include equipment intended to ensure a human presence on board.

Pour leur ancrage, on utilise très généralement plusieurs groupes de chaînes (appelées encore lignes de mouillage), chacun de ces groupes étant ménagé au niveau de l'un des angles de la plateforme.For anchoring, it is very generally used several groups of chains (also called anchor lines), each of these groups being arranged at one of the corners of the platform.

Chaque groupe d'ancrage comporte plusieurs chaînes (trois à huit par exemple) qui sont agencées parallèlement les unes aux autres.Each anchor group has several chains (three to eight for example) which are arranged parallel to each other.

Chaque chaîne d'ancrage consiste en une chaîne à maillons métalliques dont chacun présente une longueur de quelques dizaines de centimètres et est réalisé à partir d'un fil ayant par exemple 9 à 20 cm de diamètre.Each anchor chain consists of a chain with metal links each of which has a length of a few tens of centimeters and is made from a wire having for example 9 to 20 cm in diameter.

L'extrémité inférieure de chacune de ces chaînes d'ancrage comporte des moyens pour sa fixation au sol, par l'intermédiaire d'un massif enfoncé dans le fond marin. Leur extrémité supérieure s'étend jusqu'à un poste de manoeuvre qui est aménagé sur le côté de la plateforme, au-dessus de sa ligne de flottaison, pour une manoeuvre par un treuil tensionneur.The lower end of each of these anchor chains comprises means for its attachment to the ground, via a solid sunken into the seabed. Their upper end extends to a maneuvering station which is arranged on the side of the platform, above its waterline, for operation by a tensioner winch.

Entre leurs extrémités supérieure et inférieure, un tronçon intermédiaire de ces chaînes est associé à un dispositif dénommé couramment « chaumard ».Between their upper and lower ends, an intermediate section of these chains is associated with a device commonly referred to as "fairlead".

Ces chaumards sont fixés sur la plateforme, généralement sous le niveau de la ligne de flottaison.These fairleads are attached to the platform, usually below the waterline.

La tension appliquée à chaque chaîne d'ancrage par le treuil tensionneur qui lui est associé est verrouillée par des moyens de blocage, dont certains peuvent être prévus au sein même du chaumard, sous la forme par exemple d'une mâchoire composée de deux mors articulés autour d'axes de rotation parallèles entre eux.The tension applied to each anchor chain by the tensioner winch associated with it is locked by locking means, some of which may be provided within even the fairlead, in the form for example of a jaw composed of two jaws articulated around axes of rotation parallel to each other.

Ces chaumards assurent également le guidage d'un changement de direction de la chaîne d'ancrage associée entre, d'une part, un tronçon amont s'étendant verticalement depuis le poste de manoeuvre et, d'autre part, un tronçon aval s'étendant d'une manière inclinée jusqu'au massif enfoncé dans le fond marin.These fairleads also provide guidance for a change of direction of the associated anchoring chain between, on the one hand, an upstream section extending vertically from the operating station and, on the other hand, a downstream section extending in an inclined manner up to the sunken mass in the seabed.

Des chaumards de ce type, par exemple décrit dans les documents US-5 845 893 et WO-2013/088082 , comportent deux structures :

  1. (i) une structure amont pour la solidarisation du chaumard avec l'installation flottante, portant les moyens de renvoi pour guider un changement de direction de la chaîne d'ancrage entre le tronçon amont et le tronçon aval, et
  2. (ii) une structure aval, comportant les moyens de blocage en translation de la chaîne d'ancrage.
Fairleads of this type, for example described in the documents U.S. 5,845,893 and WO-2013/088082 , have two structures:
  1. (i) an upstream structure for joining the fairlead with the floating installation, carrying the return means for guiding a change of direction of the anchor chain between the upstream section and the downstream section, and
  2. (ii) a downstream structure, comprising the locking means in translation of the anchor chain.

La structure aval est assemblée avec la structure amont par l'intermédiaire de moyens de liaison pivot définissant un axe de rotation horizontal.The downstream structure is assembled with the upstream structure by means of pivot connection means defining a horizontal axis of rotation.

Cette structure aval est ainsi apte à pivoter autour de cet axe de rotation horizontal, dans un secteur angulaire admissible, de sorte à s'adapter à l'inclinaison du tronçon aval de la chaîne d'ancrage.This downstream structure is thus able to pivot about this horizontal axis of rotation, in an admissible angular sector, so as to adapt to the inclination of the downstream section of the anchor chain.

Mais, en pratique, dans les chaumards tels que décrits dans ces documents US-5 845 893 et WO-2013/088082 , le tronçon intermédiaire de la chaine d'ancrage est susceptible de subir des tensions indésirables en fonction de la position angulaire de la structure aval.But, in practice, in the fairleads as described in these documents U.S. 5,845,893 and WO-2013/088082 , the intermediate section of the anchor chain is likely to undergo undesirable tensions depending on the angular position of the downstream structure.

En effet, ce tronçon intermédiaire peut être soumis à un cintrage inadapté pour certaines inclinaisons de la structure aval par rapport aux moyens de renvoi portés par la structure amont.Indeed, this intermediate section may be subject to inappropriate bending for certain inclinations of the downstream structure relative to the return means carried by the upstream structure.

On connait d'autre part, du document FR-2 601 322 un chaumard pour le guidage d'une chaine d'ancrage comprenant deux structures :

  1. (i) un support d'attache amont, solidaire du corps flottant que l'on souhaite ancrer,
    et
  2. (ii) un élément arqué aval comportant des moyens de blocage de la chaine, en forme de cliquet, et des moyens de renvoi pour guider un changement de direction de la chaine.
We know, on the other hand, of the document FR-2 601 322 a fairlead for guiding an anchor chain comprising two structures:
  1. (i) an upstream attachment support, integral with the floating body that is to be anchored,
    and
  2. (ii) a downstream arcuate element comprising ratchet-shaped chain locking means and return means for guiding a change of direction of the chain.

Le support d'attache amont et l'élément arqué aval sont assemblés par des moyens de liaison pivot qui définissent un axe de rotation horizontal.The upstream attachment support and the downstream arcuate element are assembled by pivot connection means which define a horizontal axis of rotation.

Cependant, ces moyens de liaison pivot sont déportés sous la ligne de passage de la chaine pour ne pas gêner son déplacement ; ce qui rend la structure encombrante et nuit à sa résistance.However, these pivot connection means are deported under the line of passage of the chain to not hinder its movement; which makes the structure cumbersome and harms its strength.

OBJET DE L'INVENTIONOBJECT OF THE INVENTION

La présente invention vise à pallier cet inconvénient, en proposant un chaumard de structure très compacte et résistante, et qui permet également de réduire (voire de supprimer) les phénomènes de tension sur le tronçon intermédiaire, cela quelle que soit la position angulaire de sa structure aval.The present invention aims to overcome this drawback, by proposing a fairlead structure very compact and resistant, and which also reduces (or eliminate) voltage phenomena on the intermediate section, regardless of the angular position of its structure downstream.

Pour cela, ce chaumard est du type comportant :

  1. (i) une structure amont, pour sa solidarisation avec l'installation flottante, et
  2. (ii) une structure aval, comportant des moyens pour le blocage en translation de la chaîne d'ancrage associée,
laquelle structure aval est assemblée avec ladite structure amont par l'intermédiaire de moyens de liaison pivot définissant un axe de rotation horizontal,
et lequel chaumard comporte des moyens de renvoi, pour guider un changement de direction de la chaîne d'ancrage entre un tronçon amont et un tronçon aval, lesdits moyens de renvoi équipant ladite structure aval ;
en outre ladite structure aval comprend deux plaques latérales délimitant le passage de la chaîne d'ancrage et entre lesquelles sont ménagés les moyens de blocage et les moyens de renvoi ;
et conformément à l'invention, l'extrémité amont de chacune desdites plaques latérales comprend un palier en U recevant un bras complémentaire de ladite structure amont et coopérant ensemble par le biais d'un tourillon, pour former les moyens de liaison pivot, chaque palier comprenant deux branches en regard et à distance l'une de l'autre, lesdits moyens de renvoi s'étendant au moins entre les branches intérieures en regard des deux paliers.For this, this fairlead is of the type comprising:
  1. (i) an upstream structure, for its attachment to the floating installation, and
  2. (ii) a downstream structure, comprising means for locking in translation of the associated anchor chain,
which downstream structure is assembled with said upstream structure by means of pivot connection means defining a horizontal axis of rotation,
and which fairlead comprises return means for guiding a change of direction of the anchor chain between an upstream section and a downstream section, said return means equipping said downstream structure;
furthermore, said downstream structure comprises two lateral plates delimiting the passage of the anchor chain and between which the blocking means and the return means are formed;
and according to the invention, the upstream end of each of said side plates comprises a U-bearing receiving an arm complementary to said upstream structure and cooperating together via a trunnion, to form the pivot connection means, each bearing comprising two branches opposite and at a distance from each other, said return means extending at least between the inner branches opposite the two bearings.

En pratique, un tel chaumard est d'un encombrement réduit et est très résistant ; il permet en outre un renvoi de la chaine d'ancrage, sans faire subir de cintrages inappropriés à son tronçon intermédiaire, cela quelle que soit l'inclinaison de sa structure aval par rapport à sa structure amont.In practice, such a fairlead is of a small footprint and is very resistant; it also allows a return of the anchor chain, without subjecting inappropriate bending to its intermediate section, regardless of the inclination of its downstream structure with respect to its upstream structure.

Selon d'autres caractéristiques avantageuses, pouvant être prises en combinaison ou indépendamment :

  • les moyens de renvoi comprennent une surface inférieure destinée à constituer une surface de glissement pour un tronçon de la chaine d'ancrage s'étendant entre les tronçons amont et aval ; dans ce cas, la surface inférieure des moyens de renvoi comporte de préférence (i) une partie amont, dont la section longitudinale est courbe convexe, et (ii) un partie aval, dont la section longitudinale est rectiligne ; encore de préférence, la partie amont des moyens de renvoi s'étend de part et d'autre d'un plan radial qui, d'une part, passe par l'axe de rotation horizontal et, d'autre part, s'étend perpendiculairement à un axe longitudinal de la structure aval ;
  • la surface inférieure comprend (i) une gorge longitudinale, destinée à recevoir des maillons de chaîne d'ancrage dont le plan général s'étend perpendiculairement à l'axe de rotation horizontal du chaumard, et (ii) deux bandes latérales, s'étendant de part et d'autre de ladite gorge longitudinale, pour servir de surface d'appui aux maillons de chaîne d'ancrage dont le plan général s'étend parallèlement audit axe de rotation horizontal ;
  • l'extrémité amont des moyens de renvoi est évasée ;
  • les moyens de blocage en translation comprennent une mâchoire composée de deux mors articulés autour d'axes de rotation parallèles entre eux, lesquels mors sont associés à des moyens pour leur manoeuvre en rotation en sens inverse entre lesdites positions active et inactive ; dans ce cas, de préférence, les moyens de manoeuvre comportent (i) une masse inerte, dite « contrepoids », qui est accouplée en mouvement avec lesdits mors et qui est manoeuvrable en hauteur entre une position basse et une position haute correspondant, respectivement, à la position active et à la position inactive des mors, de sorte à manoeuvrer et à tendre à maintenir lesdits mors dans ladite position active, et (ii) un moyen actionneur, piloté par des moyens de commande, pour la manoeuvre desdits mors depuis ladite position active jusqu'à ladite position inactive et pour la manoeuvre dudit contrepoids depuis ladite position basse jusqu'à ladite position haute.
According to other advantageous characteristics, which can be taken in combination or independently:
  • the return means comprise a lower surface intended to constitute a sliding surface for a section of the anchor chain extending between the upstream and downstream sections; in this case, the lower surface of the return means preferably comprises (i) an upstream portion, the longitudinal section of which is convexly curved, and (ii) a downstream portion, the longitudinal section of which is rectilinear; more preferably, the upstream portion of the return means extends on either side of a radial plane which, on the one hand, passes through the horizontal axis of rotation and, on the other hand, extends perpendicular to a longitudinal axis of the downstream structure;
  • the lower surface comprises (i) a longitudinal groove, intended to receive anchor chain links whose general plane extends perpendicular to the horizontal axis of rotation of the fairlead, and (ii) two lateral bands, extending on either side of said longitudinal groove, to serve as a bearing surface for the anchor chain links whose general plane extends parallel to said horizontal axis of rotation;
  • the upstream end of the return means is flared;
  • the locking means in translation comprise a jaw composed of two jaws articulated around axes of rotation parallel to each other, which jaws are associated with means for their operation in rotation in opposite directions between said active and inactive positions; in this case, preferably, the operating means comprise (i) an inert mass, called "counterweight", which is coupled in movement with said jaws and which is operable in height between a low position and a corresponding high position, respectively, at the active position and the inactive position of the jaws, so as to maneuver and tend to maintain said jaws in said active position, and (ii) an actuator means, controlled by control means, for the operation of said jaws from said active position up to said inactive position and for the operation of said counterweight from said low position to said high position.

La présente invention concerne encore un système d'ancrage au sol d'une installation flottante comprenant :

  • au moins un chaumard tel que décrit ci-dessus, et
  • une chaîne d'ancrage apte à coopérer avec ledit chaumard,
la partie amont courbe de la surface inférieure des moyens de renvoi définissant un arc de cercle dont le diamètre correspond de 7 à 20 fois le diamètre du fil des maillons constituant ladite chaîne d'ancrage, de préférence de l'ordre de 15 à 18 fois.The present invention further relates to an anchoring system on the ground of a floating installation comprising:
  • at least one fairlead as described above, and
  • an anchor chain adapted to cooperate with said fairlead,
the curved upstream portion of the lower surface of the return means defining an arc whose diameter corresponds to 7 to 20 times the wire diameter of the links constituting said anchor chain, preferably of the order of 15 to 18 times .

DESCRIPTION DETAILLEE D'UN EXEMPLE DE REALISATIONDETAILED DESCRIPTION OF AN EXEMPLARY EMBODIMENT

L'invention sera encore illustrée, sans être aucunement limitée, par la description suivante d'une forme de réalisation particulière représentée sur les dessins annexés dans lesquels :

  • la figure 1 représente partiellement une plateforme flottante, équipée d'un système d'ancrage conforme à l'invention vu en légère perspective ;
  • la figure 2 est une vue agrandie de la partie supérieure du système d'ancrage de la figure 1, selon une perspective permettant l'observation des chaînes d'ancrage juxtaposées ;
  • la figure 3 montre, en perspective et de manière agrandie, l'un des chaumards équipant le système d'ancrage selon la figure 1 ;
  • la figure 4 est une vue en coupe du chaumard de la figure 3, selon un plan de coupe longitudinal vertical ;
  • la figure 5 est une vue en coupe de la structure aval du chaumard, selon un plan de coupe transversal passant par les moyens de renvoi ;
  • la figure 6 représente en perspective, et de manière isolée, la structure aval du chaumard illustré sur les figures 3 à 5 ;
  • la figure 7 montre cette même structure aval du chaumard, de manière isolée et du côté de son extrémité destinée à coopérer avec la structure amont ;
  • les figures 8 et 9 sont des vues partielles de la structure aval du chaumard, selon un plan de coupe longitudinal, qui représentent les mors de la mâchoire respectivement en position active et en position inactive.
The invention will be further illustrated, without being limited in any way, by the following description of a particular embodiment shown in the accompanying drawings in which:
  • the figure 1 partially represents a floating platform, equipped with an anchoring system according to the invention seen in slight perspective;
  • the figure 2 is an enlarged view of the upper part of the anchoring system of the figure 1 , from a perspective allowing the observation of juxtaposed anchor chains;
  • the figure 3 shows, in perspective and in an enlarged manner, one of the fairleads equipping the anchoring system according to the figure 1 ;
  • the figure 4 is a sectional view of the fairlead of the figure 3 , according to a vertical longitudinal section plane;
  • the figure 5 is a sectional view of the downstream structure of the fairlead, according to a transverse sectional plane passing through the return means;
  • the figure 6 represents in perspective, and in isolation, the downstream structure of the fairlead shown on the Figures 3 to 5 ;
  • the figure 7 shows the same structure downstream of the fairlead, isolated and the side of its end intended to cooperate with the upstream structure;
  • the Figures 8 and 9 are partial views of the downstream structure of the fairlead, in a longitudinal sectional plane, which represent the jaws of the jaw respectively in the active position and in the inactive position.

Tel que représenté schématiquement sur la figure 1, les chaumards 1 selon l'invention sont destinés à faire partie d'un système 2 pour l'ancrage au sol d'une plateforme flottante P (cette plateforme P est ici représentée uniquement partiellement).As shown schematically on the figure 1 , fairleads 1 according to the invention are intended to be part of a system 2 for ground anchoring a floating platform P (this platform P is shown here only partially).

Cette plateforme P flotte sur la masse d'eau M, au-dessus du sol S du fond marin, en définissant une ligne de flottaison F.This platform P floats on the body of water M , above the soil S of the seabed, by defining a waterline F.

Le système d'ancrage 2 est constitué de plusieurs groupes d'ancrage G, par exemple aménagés chacun au niveau de l'un des angles de la plateforme P (sur la figure 1, seul l'un de ces groupes d'ancrage G est représenté).The anchoring system 2 consists of several anchoring groups G , for example each arranged at one of the corners of the platform P (on the figure 1 only one of these anchor groups G is shown).

Tel qu'illustré sur la figure 2, chaque groupe d'ancrage G comprend une pluralité de chaînes d'ancrage C (ici sept chaînes d'ancrage C) qui sont juxtaposées et disposées parallèlement ou sensiblement parallèlement les unes par rapport aux autres.As illustrated on the figure 2 , each anchor group G comprises a plurality of anchor chains C (here seven anchor chains C ) which are juxtaposed and arranged parallel or substantially parallel to each other.

Chaque chaîne d'ancrage C est formée d'une pluralité de maillons métalliques M1, M2 entrelacés deux à deux (visibles notamment sur la figure 5).Each anchor chain C is formed of a plurality of metal links M1 , M2 intertwined two by two (visible in particular on the figure 5 ).

Ces maillons M1, M2 définissent chacun un plan général M1', M2' respectivement.These links M1 , M2 each define a general plane M1 ' , M2' respectively.

Les plans généraux M1', M2' de deux maillons M1, M2 successifs s'étendent perpendiculairement l'un par rapport à l'autre.The general planes M1 ' , M2' of two successive links M1 , M2 extend perpendicularly with respect to each other.

Ces maillons M1, M2 sont réalisés en acier ; leur longueur peut être de l'ordre de 50 à 120 cm et leur largeur peut être de l'ordre de 30 à 80 cm. Ils sont réalisés à partir d'un fil dont le diamètre est par exemple compris entre 9 et 20 cm.These links M1 , M2 are made of steel; their length may be of the order of 50 to 120 cm and their width may be of the order of 30 to 80 cm. They are made from a wire whose diameter is for example between 9 and 20 cm.

L'extrémité inférieure aval C1 des chaînes d'ancrage C est fixée par tout moyen approprié à un massif T posé sur le sol S du fond marin, ou de préférence enfoncé dans ce sol S (sur la figure 1, seule l'extrémité inférieure C1 de l'une des chaînes C est représentée).The lower downstream end C1 of the anchoring chains C is fixed by any suitable means to a solid mass T placed on the ground S of the seabed, or preferably sunk into this soil S (on the figure 1 only the lower end C1 of one of the chains C is shown).

L'extrémité supérieure amont C2 des différentes chaînes C s'étend jusqu'à un poste de manoeuvre 3 équipant la plateforme P, au-dessus de la ligne de flottaison F, et en l'occurrence ici au niveau de la partie supérieure de la plateforme P (figures 1 et 2).The upstream upper end C2 of the various chains C extends to a maneuvering station 3 equipping the platform P , above the waterline F , and in this case at the upper part of the platform P ( Figures 1 and 2 ).

Au sein de ce poste de manoeuvre 3 (représenté en particulier sur la figure 2), on trouve notamment :

  • des moyens stoppeurs 4, aptes à assurer un blocage en translation de chacune des chaînes C, et
  • des moyens tensionneurs 5, comprenant ici un treuil tensionneur unique monté mobile en translation au-dessus des moyens stoppeurs 4 pour la mise en tension de chacune des chaînes C constitutives du groupe d'ancrage G.
Within this maneuver station 3 (represented in particular on the figure 2 ), we find in particular:
  • stopper means 4, able to ensure a locking in translation of each of the chains C , and
  • tensioning means 5, here comprising a single tensioner winch mounted to move in translation over the stopper means 4 for tensioning each of the chains C constituting the anchor group G.

Les moyens stoppeurs 4 qui coopèrent avec chaque chaîne C consistent en des mécanismes de type mâchoire comportant deux mors articulés autour d'axes horizontaux.The stopper means 4 which cooperate with each chain C consist of jaw type mechanisms comprising two jaws articulated around horizontal axes.

Ces mors sont actionnables en sens inverse l'un par rapport à l'autre (par exemple au moyen d'un volant de manoeuvre) entre - une position active, pour le blocage en translation de la chaîne d'ancrage C associée dans un sens amont vers aval, et - une position inactive, dans laquelle ils sont écartés l'un de l'autre de sorte à autoriser la translation de la chaîne C.These jaws are operable in opposite directions with respect to each other (for example by means of an operating wheel) between - an active position, for locking in translation of the anchor chain C associated in one direction upstream to downstream, and - an inactive position, in which they are spaced from each other so as to allow the translation of the chain C.

Le treuil tensionneur 5 consiste par exemple en un treuil électrique, apte à manoeuvrer dans les deux sens la chaîne d'ancrage C qui lui est associée.The tensioner winch 5 consists for example of an electric winch, able to maneuver in both directions the anchor chain C associated therewith.

Ce treuil tensionneur 5 est monté ici sur un châssis roulant guidé par une structure de rail, qui est aménagée le long d'un chemin de roulement parallèle aux moyens stoppeurs 4.This tensioning winch 5 is mounted here on a rolling chassis guided by a rail structure, which is arranged along a raceway parallel to the stopper means 4.

De manière alternative et non représentée, l'extrémité supérieure C2 de chacune des chaînes d'ancrage C est associée avec son propre treuil tensionneur fixe.Alternatively and not shown, the upper end C2 of each anchor chain C is associated with its own fixed tensioner winch.

Chaque chaîne d'ancrage C présente encore un tronçon intermédiaire C3, s'étendant entre son extrémité inférieure C1 et son extrémité supérieure C2. Each anchor chain C also has an intermediate section C3 extending between its lower end C1 and its upper end C2.

Ce tronçon intermédiaire C3 coopère avec l'un des chaumards 1, fixé ici sur la plateforme P et sous le niveau de sa ligne de flottaison F.This intermediate section C3 cooperates with one of the fairleads 1, fixed here on the platform P and below the level of its water line F.

Ce chaumard 1 permet de déporter, sous la ligne de flottaison F, le point à partir duquel la chaîne d'ancrage associée C s'écarte de la plateforme P (figure 1).This fairlead 1 makes it possible to deport below the waterline F the point from which the associated anchoring chain C deviates from the platform P ( figure 1 ).

Chaque chaumard 1 assure ainsi le guidage d'un changement de direction de ce tronçon intermédiaire C3 de la chaîne d'ancrage C, entre :

  • un tronçon amont vertical C4 (ou brin amont vertical), s'étendant depuis le poste de manoeuvre 3 (plus précisément depuis les moyens stoppeurs 4 associés) et ce jusqu'au chaumard 1, et
  • un tronçon aval incliné C5 (ou brin aval incliné), s'étendant selon une pente descendante depuis ce chaumard 1 jusqu'à son massif d'ancrage T au sol S.
Each fairlead 1 thus guards a change of direction of this intermediate section C3 of the anchor chain C , between:
  • a vertical upstream section C4 (or upstream vertical strand), extending from the operating station 3 (more precisely from the stopper means 4 associated) and up to the fairlead 1, and
  • an inclined downstream section C5 (or downstream inclined strand), extending in a downward slope from this fairlead 1 to its T ground anchor S.

Tel qu'illustré sur les figures 1 et 2, un tronçon de goulotte 6 participe au guidage et au maintien du tronçon vertical C4 de chaque chaîne d'ancrage C.As illustrated on Figures 1 and 2 , a chute section 6 participates in guiding and maintaining the vertical section C4 of each anchor chain C.

La structure et le fonctionnement du chaumard 1 selon l'invention sont décrits ci-dessous en relation avec les figures 3 à 9.The structure and operation of the fairlead 1 according to the invention are described below in connection with the Figures 3 to 9 .

Tel qu'illustré par les figures 3 et 4, le chaumard 1 comporte deux structures :

  1. (a) une structure amont 10, pour la solidarisation de ce chaumard 1 avec l'installation flottante P, et
  2. (b) une structure aval 11, libre en rotation autour d'un axe de rotation horizontal 12', qui comporte :
    • (b1) des moyens de renvoi 13, pour guider un changement de direction de la chaîne d'ancrage C entre son tronçon amont C4 et son tronçon aval C5, et
    • (b2) des moyens 14 pour le blocage en translation de la chaîne d'ancrage C.
As illustrated by Figures 3 and 4 , the fairlead 1 has two structures:
  1. (a) an upstream structure 10, for securing this fairlead 1 with the floating installation P , and
  2. (b) a downstream structure 11, free to rotate about a horizontal axis of rotation 12 ', which comprises:
    • (b1) return means 13 for guiding a change of direction of the anchoring chain C between its upstream section C4 and its downstream section C5 , and
    • (b2) means 14 for locking in translation of the anchor chain C.

Une telle structure de chaumard 1, et en particulier la présence des moyens de renvoi 13 sur la structure aval 11, permet de réduire (voire de supprimer) les éventuels phénomènes de tension générés sur le tronçon intermédiaire C3 de la chaîne d'ancrage C, quelle que soit l'inclinaison de la structure aval 11 autour de son axe de rotation 12'.Such a fairlead structure 1, and in particular the presence of the return means 13 on the downstream structure 11, makes it possible to reduce (or even eliminate) the possible voltage phenomena generated on the intermediate section C3 of the anchor chain C , regardless of the inclination of the downstream structure 11 around its axis of rotation 12 '.

En l'espèce, la structure amont 10 du chaumard 1 est assemblée avec une partie support 15 qui est solidarisée de manière amovible avec une partie réception 16 fixée sur la plateforme flottante P, par exemple par soudage et/ou par des pièces rapportées (boulonnage, rivetage, etc.).In this case, the upstream structure 10 of the fairlead 1 is assembled with a support portion 15 which is detachably secured to a receiving portion 16 fixed to the floating platform P , for example by welding and / or by inserts (bolting , riveting, etc.).

La structure amont 10 est solidarisée avec la partie support 15 de sorte à lui conférer un degré de liberté en rotation autour d'un axe 17 s'étendant verticalement, ou au moins approximativement verticalement (figures 3 et 4).The upstream structure 10 is secured to the support part 15 so as to give it a degree of freedom in rotation about an axis 17 extending vertically, or at least approximately vertically ( Figures 3 and 4 ).

Pour cela, la partie support 15 comporte un palier lisse cylindrique (non visible sur les figures) sur lequel est emmanchée et guidée en rotation une partie arrière cylindrique 101 (formant tourillon) de la structure amont 10.For this, the support portion 15 comprises a cylindrical plain bearing (not visible in the figures) on which is fitted and guided in rotation a cylindrical rear portion 101 (forming a pin) of the upstream structure 10.

Cette structure amont 10 comporte encore une partie porteuse 102 sur laquelle est rapportée la structure aval 11.This upstream structure 10 also comprises a carrier portion 102 on which the downstream structure 11 is attached.

Cette partie porteuse 102 comprend ici deux bras latéraux 1021, (chacun sous la forme d'une platine), qui s'étendent parallèlement et en regard l'un de l'autre, chacun dans un plan vertical.This carrier portion 102 here comprises two lateral arms 1021 (each in the form of a plate), which extend parallel and facing each other, each in a vertical plane.

Chaque bras latéral 1021, en porte-à-faux depuis la partie arrière cylindrique 101, comporte deux extrémités :

  • une extrémité arrière solidarisée avec la partie arrière cylindrique 101, et
  • une extrémité avant solidarisée avec la structure aval 11, par l'intermédiaire de moyens de liaison pivot 12, de sorte à former l'axe de rotation horizontal 12'.
Each lateral arm 1021, cantilevered from the cylindrical rear portion 101, has two ends:
  • a rear end secured to the cylindrical rear portion 101, and
  • a front end secured to the downstream structure 11, via pivot connection means 12, so as to form the horizontal axis of rotation 12 '.

Ces deux bras latéraux 1021 ont un écartement adapté pour définir, entre eux, un passage pour la chaine d'ancrage C.These two lateral arms 1021 have a spacing adapted to define, between them, a passage for the anchor chain C.

De son côté, la structure aval 11 comprend une partie support 111 qui porte les moyens de renvoi 13 et les moyens de blocage 14.For its part, the downstream structure 11 comprises a support portion 111 which carries the return means 13 and the locking means 14.

La partie support 111 est constituée ici par deux plaques latérales métalliques (désignées par le même repère 111) qui sont agencées parallèlement et à distance l'une de l'autre, de part et d'autre d'un axe longitudinal 11' de la structure aval 11.The support portion 111 is constituted here by two metal side plates (designated by the same reference numeral 111) which are arranged parallel and at a distance from each other, on either side of a longitudinal axis 11 'of the downstream structure 11.

Les plaques latérales 111, agencées dans des plans verticaux, définissent le passage de la chaîne d'ancrage C.The side plates 111, arranged in vertical planes, define the passage of the anchor chain C.

Chaque plaque latérale 111 comporte deux extrémités :

  • une extrémité amont 111a, montée pivotante sur l'un des bras latéraux 1021 de la structure amont 10, cela autour de l'axe de rotation horizontal 12', et
  • une extrémité aval 111b portant, avec l'extrémité aval 111b de la plaque latérale 111 en regard, un organe tubulaire 112 à section carrée pour le guidage du tronçon aval C5 de la chaîne d'ancrage C.
Each side plate 111 has two ends:
  • an upstream end 111, pivotally mounted on one of the lateral arms 1021 of the upstream structure 10, that around the horizontal axis of rotation 12 ', and
  • a downstream end 111b bearing, with the downstream end 111b of the side plate 111 facing each other, a tubular member 112 of square cross section for guiding the downstream section C5 of the anchor chain C.

Ces extrémités amont 111a et aval 111b constituent encore, respectivement, les extrémités amont et aval de la structure aval 11 (désignées respectivement par les mêmes repères).These upstream ends 111 and downstream 111 b still constitute, respectively, the upstream and downstream ends of the downstream structure 11 (respectively designated by the same reference numerals).

En l'espèce, comme représenté en particulier sur les figures 6 et 7, l'extrémité amont 111a de chacune des plaques latérales 111 consiste en un palier en U.In this case, as represented in particular in figures 6 and 7 , The upstream end 111 of each of the side plates 111 consists of a bearing in U.

Chaque palier 111a comprend deux branches en regard et à distance l'une de l'autre :

  • une branche intérieure 111a1, s'étendant en regard de l'autre plaque latérale 111 de la structure aval 11, et
  • une branche extérieure 111a2, s'étendant à distance de l'autre plaque latérale 111 de la structure aval 11.
Each bearing 111 has two branches opposite and at a distance from each other:
  • an inner branch 111 to 1, extending facing the other side plate 111 of the downstream structure 11, and
  • an outer branch 111 to 2, extending at a distance from the other side plate 111 of the downstream structure 11.

Chaque extrémité amont 111a reçoit ainsi l'un des deux bras latéraux 1021 de la structure amont 10, entre ses deux branches 111a1, 111a2, et coopèrent ensemble par le biais d'un tourillon 12a.Each upstream end 111 thus receives one of the two lateral arms 1021 of the upstream structure 10, between its two branches 111a 1, 111a 2 and cooperate with each other through a pin 12 a.

Les moyens de liaison pivot 12 de la structure aval 11 comprennent ainsi deux tourillons 12a, agencés à distance l'un de l'autre et coaxialement pour définir l'axe de rotation horizontal 12'.The pivot connection means 12 of the downstream structure 11 thus comprise two journals 12a, arranged at a distance from one another and coaxially to define the horizontal axis of rotation 12 '.

Une telle structure est notamment utile pour définir l'axe de rotation horizontal 12' tout en préservant un passage pour la chaîne d'ancrage C au sein de la structure aval 11.Such a structure is particularly useful for defining the horizontal axis of rotation 12 'while preserving a passage for the anchor chain C within the downstream structure 11.

Dans ce chaumard 1 selon l'invention, les moyens de renvoi 13 et les moyens de blocage 14 sont ménagés entre les plaques latérales 111 de la structure aval 11 :

  • les moyens de renvoi 13 sont ménagés entre les extrémités amont 111a en regard des plaques latérales 111, et
  • les moyens de blocage 14 sont ménagés entre les extrémités aval 111b en regard des plaques latérales 111.
In this fairlead 1 according to the invention, the return means 13 and the locking means 14 are formed between the side plates 111 of the downstream structure 11:
  • the return means 13 are provided between the upstream ends 111a facing the side plates 111, and
  • the locking means 14 are provided between the downstream ends 111b facing the side plates 111.

Les moyens de renvoi 13 sont ici formés par une pièce métallique allongée qui est solidarisée entre les deux plaques latérales 111 de la structure aval 11, et ils s'étendent sur une partie de la longueur de cette structure aval 11.The return means 13 are here formed by an elongate metal piece which is secured between the two side plates 111 of the downstream structure 11, and they extend over part of the length of this downstream structure 11.

La surface inférieure 131 de cette pièce métallique allongée 13 constitue une surface de glissement pour le tronçon intermédiaire C3 de la chaine de guidage C.The lower surface 131 of this elongated metal piece 13 constitutes a sliding surface for the intermediate portion C3 of the guide chain C.

En l'espèce, cette surface inférieure 131 des moyens de renvoi 13 comporte :

  • une partie amont 133 dont la section longitudinale est courbe convexe, du côté de la chaîne C, et
  • un partie aval 134 dont la section longitudinale est rectiligne.
In this case, this lower surface 131 of the return means 13 comprises:
  • an upstream portion 133 whose longitudinal section is convexly curved, on the side of the chain C , and
  • a downstream portion 134 whose longitudinal section is rectilinear.

Par « section longitudinale », on entend en particulier un plan de coupe s'étendant parallèlement aux plaques latérales 111 de la structure aval 11 ou encore perpendiculairement à son axe de rotation horizontal 12'."Longitudinal section" in particular means a cutting plane extending parallel to the side plates 111 of the downstream structure 11 or perpendicularly to its horizontal axis of rotation 12 '.

En particulier, la partie amont 133 des moyens de renvoi 13 s'étend en regard et à distance de l'axe de rotation horizontal 12'.In particular, the upstream portion 133 of the return means 13 extends opposite and at a distance from the horizontal axis of rotation 12 '.

Cette partie amont 133 des moyens de renvoi 13 s'étend ainsi de part et d'autre d'un plan radial R qui, d'une part, passe par l'axe de rotation horizontal 12' et, d'autre part, s'étend perpendiculairement à l'axe longitudinal 11' de la structure aval 11 (figure 4).This upstream portion 133 of the return means 13 thus extends on either side of a radial plane R which, on the one hand, passes through the horizontal axis of rotation 12 'and, on the other hand, extends perpendicularly to the longitudinal axis 11 'of the downstream structure 11 ( figure 4 ).

En l'espèce, les moyens de renvoi 13, et en particulier la partie amont courbe 133, s'étendent entre les branches intérieures 111a1 en regard des deux extrémités amont 111a des plaques latérales 111.In this case, the deflecting means 13, and particularly the upstream arcuate portion 133, extending between the inner legs 111a 1 facing the two upstream ends 111 of the side plates 111.

Cette partie amont 133 définit ici un arc de cercle, s'étendant sur un secteur angulaire de l'ordre de 30° à 50°.This upstream portion 133 here defines a circular arc, extending over an angular sector of the order of 30 ° to 50 °.

Le diamètre de cette partie amont 133 correspond avantageusement de 7 à 20 fois le diamètre du fil des maillons constituant la chaîne d'ancrage C, de préférence de l'ordre de 15 à 18 fois.The diameter of this upstream portion 133 advantageously corresponds to 7 to 20 times the diameter of the wire of the links constituting the anchor chain C , preferably of the order of 15 to 18 times.

Cette caractéristique structurelle vise à conférer une courbure optimale au tronçon intermédiaire C3 de la chaîne d'ancrage C.This structural feature aims to impart optimum curvature to the intermediate portion C3 of the anchor chain C.

Par exemple, pour un fil de maillons de 157mm, le diamètre de la partie amont 133 est avantageusement de 2680mm.For example, for a wire of 157mm, the diameter of the upstream portion 133 is preferably 2680mm.

La partie aval 134 s'étend quant à elle parallèlement à l'axe longitudinal 11' de la structure aval 11.The downstream portion 134 extends parallel to the longitudinal axis 11 'of the downstream structure 11.

Cette partie aval 134 s'étend sur une partie seulement de la longueur de la structure aval 11, et se termine ainsi à distance des moyens de blocage 14.This downstream portion 134 extends over only a portion of the length of the downstream structure 11, and thus ends at a distance from the locking means 14.

Tel que représenté en détails sur la figure 5, la surface inférieure 131 des moyens de renvoi 13 comprend, sur toute sa longueur :

  • une gorge longitudinale 135, destinée à recevoir des maillons M1 de chaîne d'ancrage C dont le plan général M1' s'étend perpendiculairement à l'axe de rotation horizontal 12', et
  • deux bandes latérales 136, s'étendant de part et d'autre de ladite gorge longitudinale 135, pour servir de surface d'appui aux maillons M2 de chaîne d'ancrage C dont le plan général M2' s'étend parallèlement à l'axe de rotation horizontal 12'.
As shown in detail on the figure 5 , the lower surface 131 of the return means 13 comprises, over its entire length:
  • a longitudinal groove 135 intended to receive links M1 of anchor chain C whose general plane M1 ' extends perpendicularly to the horizontal axis of rotation 12', and
  • two lateral strips 136, extending on either side of said longitudinal groove 135, to serve as a bearing surface for links M2 of anchor chain C whose general plane M2 ' extends parallel to the axis horizontal rotation 12 '.

La gorge longitudinale 135 consiste ici en une partie à section transversale horizontale en forme de U inversé, qui se compose d'une paroi de fond 1351 prolongée par deux parois latérales 1352 s'étendant à distance et en regard l'une de l'autre.The longitudinal groove 135 here consists of an inverted U-shaped horizontal cross section, which consists of a bottom wall 1351 extended by two side walls 1352 extending at a distance and facing each other. .

Les deux bandes latérales 136 s'étendent quant à elles en regard l'une de l'autre et à l'équerre par rapport aux parois latérales 1352 de la gorge longitudinale 135 et par rapport aux plaques latérales 111.The two side strips 136 extend opposite each other and at right angles to the side walls 1352 of the longitudinal groove 135 and relative to the side plates 111.

Ces bandes latérales 136 comportent chacune deux bordures :

  • une bordure intérieure 1361 qui est raccordée à une bordure inférieure de l'une des parois latérales 1352 de la gorge longitudinale 135, et
  • une bordure extérieure 1362 qui est raccordée à l'une des plaques latérales 111 de la structure aval 11.
These lateral strips 136 each comprise two borders:
  • an inner edge 1361 which is connected to a lower edge of one of the side walls 1352 of the longitudinal groove 135, and
  • an outer edge 1362 which is connected to one of the side plates 111 of the downstream structure 11.

Comme illustré en particulier sur la figure 7, l'extrémité amont 137 des moyens de renvoi 13 est ici évasée, de sorte à faciliter le passage de la chaîne C au niveau des moyens de renvoi 13.As illustrated in particular on the figure 7 , the upstream end 137 of the return means 13 is flared, so as to facilitate the passage of the chain C at the level of the return means 13.

De manière générale, les moyens de renvoi 13 sont dimensionnés en fonction de la taille des maillons M1, M2 constitutifs de la chaîne d'ancrage C.In general, the return means 13 are dimensioned according to the size of the links M1 , M2 constituting the anchor chain C.

En particulier, la distance séparant les deux plaques latérales 111 en regard de la structure aval 11 est identique (au jeu près), ou supérieure, à la largeur des maillons M1, M2 de la chaîne C.In particular, the distance separating the two side plates 111 facing the downstream structure 11 is identical (with the clearance), or greater, to the width of the links M1 , M2 of the chain C.

La profondeur de la paroi de fond 1351 des moyens de renvoi 13 est légèrement supérieur à la moitié de la largeur des maillons M1, M2 de la chaîne C.The depth of the bottom wall 1351 of the return means 13 is slightly greater than half the width of the links M1 , M2 of the chain C.

La largeur de cette paroi de fond 1351 est, d'une part, identique (au jeu près), ou supérieure au diamètre du fil des maillons de la chaîne C, et d'autre part, inférieure à la largeur desdits maillons.The width of this bottom wall 1351 is, on the one hand, identical (with the clearance), or greater than the wire diameter of the links of the chain C , and on the other hand, less than the width of said links.

Mais, en pratique, ces moyens de renvoi 13 sont adaptés pour recevoir plusieurs dimensions de maillons de chaîne, voire même un câble utile lors de l'installation de la chaîne d'ancrage C.But in practice, these return means 13 are adapted to receive several dimensions of chain links, or even a useful cable during the installation of the anchor chain C.

Par exemple, la profondeur de la paroi de fond 1351 des moyens de renvoi 13 est de 200mm ; la largeur de cette paroi de fond 1351 est de 170mm.For example, the depth of the bottom wall 1351 of the return means 13 is 200mm; the width of this bottom wall 1351 is 170mm.

Les moyens de blocage 14 comprennent quant à eux une mâchoire 141 (visible notamment sur les figures 8 et 9) associée à des moyens de manoeuvre 142.The locking means 14 comprise in turn a jaw 141 (visible in particular on the Figures 8 and 9 ) associated with maneuvering means 142.

La mâchoire 141, implantée entre les deux plaques latérales 111 de la structure aval 11 (au niveau de leurs extrémités aval 111b en regard), se compose de deux mors 1411, l'un inférieur 1411a et l'autre supérieur 1411b.The jaw 141, located between the two side plates 111 of the downstream structure 11 (at their downstream ends 111b opposite) consists of two jaws 1411, 1411 has one lower and the other upper 1411 b.

Ces mors 1411 comportent chacun deux extrémités :

  • une extrémité aval 1412, articulée autour d'un axe de rotation 1413 (respectivement 1413a et 1413b), et
  • une extrémité amont 1414, destinée à coopérer avec les maillons M1, M2 de la chaîne d'ancrage C (figure 8), en particulier avec l'extrémité aval des maillons M1 s'étendant dans un plan vertical.
These jaws 1411 each have two ends:
  • a downstream end 1412, hinged about an axis of rotation 1413 (respectively 1413 and 1413 b), and
  • an upstream end 1414, intended to cooperate with the links M1 , M2 of the anchor chain C ( figure 8 ), in particular with the downstream end of the links M1 extending in a vertical plane.

Les axes de rotation 1413 de ces deux mors 1411 s'étendent horizontalement, parallèlement l'un par rapport à l'autre et aussi parallèlement par rapport à l'axe de rotation horizontal 12' de cette structure aval 11.The axes of rotation 1413 of these two jaws 1411 extend horizontally, parallel to one another and also parallel to the horizontal axis of rotation 12 'of this downstream structure 11.

Les moyens de manoeuvre 142 comportent quant à eux :

  • une masse inerte 1421, dite « contrepoids », qui est mobile entre une position basse (figure 8) et une position haute (figure 9), et qui est accouplée en mouvement avec les mors 1411 pour leur mouvement dans un sens de rotation,
  • un moyen actionneur 1422, pour une manoeuvre des mors 1411 dans un sens de rotation inverse, et
  • des engrenages 1423, pour assurer une rotation synchrone des deux mors 1411, et dans un sens de rotation inverse l'un par rapport à l'autre.
The maneuvering means 142 comprise in turn:
  • an inert mass 1421, called "counterweight", which is movable between a low position ( figure 8 ) and a high position ( figure 9 ), and which is coupled in motion with the jaws 1411 for their movement in a direction of rotation,
  • an actuator means 1422 for operating the jaws 1411 in a reverse direction of rotation, and
  • gears 1423, to ensure a synchronous rotation of the two jaws 1411, and in a direction of rotation opposite to each other.

Le contrepoids 1421 présente une forme générale de Vé ou de U ouvert vers le bas, destiné en position basse à chevaucher l'organe tubulaire 112 de la structure aval 11 (figure 8 - le maillon horizontal M2 en aval du maillon vertical M1 en appui bloque la fermeture des mors 1411 et donc la descente du contrepoids 1421 juste au-dessus et sans contact de l'organe tubulaire 112).The counterweight 1421 has the general shape of a Ve or U open downwards, intended in the lower position to overlap the tubular member 112 of the downstream structure 11 ( figure 8 - The horizontal link M2 downstream of the vertical link M1 in support blocks the closure of the jaws 1411 and thus the descent of the counterweight 1421 just above and without contact with the tubular member 112).

Ce contrepoids 1421 a par exemple une masse comprise entre 100 kg et 2000 kg.This counterweight 1421 has for example a mass of between 100 kg and 2000 kg.

Ce contrepoids 1421 est porté par deux bras 1424 (figure 6) raccordés avec le mors inférieur 1411a de la mâchoire 141.This counterweight 1421 is carried by two arms 1424 ( figure 6 ) Connected with the lower jaw 1411 in the jaw 141.

Chaque bras 1424 comporte, d'une part, une première extrémité solidarisée avec une extrémité latérale du contrepoids 1421, et d'autre part, une seconde extrémité solidarisée avec le mors inférieur 1411a.Each arm 1424 comprises, on the one hand, a first end secured to a lateral end of the counterweight 1421, and on the other hand, a second end secured to the lower jaw 1411 a .

Ces bras 1424 sont ainsi accouplés de part et d'autre du mors inférieur 1411a, assurant la manoeuvre de ces bras 1424 et du contrepoids 1421 associé selon l'axe de rotation 1413a dudit mors inférieur 1411a associé.These arms 1424 are thus coupled to either side of the lower jaw 1411 has, ensuring maneuvering these arms 1424 and 1421 associated counterweight along the axis of rotation of said lower jaw 1413 in 1411 is associated.

Le moyen actionneur 1422 consiste ici en un actionneur linéaire porté par la structure aval 11, et en particulier par sa face inférieure.The actuator means 1422 here consists of a linear actuator carried by the downstream structure 11, and in particular by its lower face.

L'actionneur linéaire 1422 consiste en l'espèce en un vérin pneumatique, associé à une alimentation pneumatique et à un distributeur pneumatique (non représentés) situés au niveau du poste de manoeuvre 3.The linear actuator 1422 consists in the species in a pneumatic cylinder, associated with a pneumatic supply and a pneumatic distributor (not shown) located at the operating station 3.

Plus précisément, cet actionneur linéaire 1422 est un vérin pneumatique simple effet, coopérant avec un prolongement inférieur 1416 du mors inférieur 1411a de la mâchoire 141.More specifically, the linear actuator 1422 is a simple pneumatic actuator, cooperating with a lower extension 1416 of the lower jaw 1411 in the jaw 141.

Cet actionneur linéaire 1422 est ici fixé sans degré de liberté et il s'étend parallèlement, ou au moins approximativement parallèlement, à l'axe longitudinal 11' de la structure aval 11.This linear actuator 1422 is here fixed without degree of freedom and it extends parallel, or at least approximately parallel, to the longitudinal axis 11 'of the downstream structure 11.

Cet actionneur linéaire 1422 comporte un cylindre 1422a et une tige mobile 1422b.This linear actuator 1422 includes a cylinder 1422 and a movable rod 1422 b.

La tige 1422b est déployable ; son extrémité libre présente une forme générale de calotte sphérique pour coopérer avec une face arrière du prolongement inférieur 1416 du mors inférieur 1411a.The rod 1422 b is deployable; its free end has the general shape of a spherical cap for cooperating with a rear face of the lower extension 1416 of the lower jaw 1411 a.

Les engrenages 1423 consistent ici en deux platines qui sont chacune solidaires en rotation avec l'un des mors 211.The gears 1423 here consist of two plates which are each integral in rotation with one of the jaws 211.

Ces platines 1423 s'étendent dans un même plan qui est perpendiculaire à l'axe de rotation 1413 de ces mors 1411.These plates 1423 extend in the same plane which is perpendicular to the axis of rotation 1413 of these jaws 1411.

Ces platines 1423 engrènent l'une avec l'autre par le biais d'une crémaillère s'étendant sur un arc de cercle, formant ainsi une portion de roue ou de pignon (visible sur la figure 4).These plates 1423 mesh with each other by means of a rack extending over an arc of a circle, thus forming a portion of wheel or pinion (visible on the figure 4 ).

Le fonctionnement de ce chaumard 1, ainsi que la manoeuvre de ses mors 1411 entre les positions active et inactive, est décrit ci-dessus en relation avec les figures 8 et 9.The operation of this fairlead 1, as well as the operation of its jaws 1411 between the active and inactive positions, is described above in relation to the Figures 8 and 9 .

En particulier, pour le blocage en translation de la chaîne d'ancrage C, la tige 1422b de l'actionneur linéaire 1422 est escamotée dans son cylindre 1422a (figure 8).In particular, for the locking in translation of the anchor chain C , the rod 1422 b of the linear actuator 1422 is retracted into its cylinder 1422 a ( figure 8 ).

Le contrepoids 1421 est en position basse, assurant le maintien des mors 1411 en position active du fait de la force exercée.The counterweight 1421 is in the low position, ensuring the holding of the jaws 1411 in the active position due to the force exerted.

Les extrémités amont 1414 de ces mors 1411, rapprochées l'une par rapport à l'autre, viennent alors en butée sur l'un des maillons de cette chaîne d'ancrage C (à savoir un maillon M1 s'étendant ici verticalement, et parallèlement aux plaques 111) ; ces mors 1411 sont ainsi convergeant depuis leurs extrémités aval 1412 jusqu'à leurs extrémités amont 1414.The upstream ends 1414 of these jaws 1411, brought closer to each other, then abut on one of the links of this anchor chain C (namely a link M1 extending here vertically, and parallel to plates 111); these jaws 1411 are thus converging from their downstream ends 1412 to their upstream ends 1414.

Cette position active est maintenue grâce au contrepoids 1421, en position basse, accouplé au mors inférieur 1411a.This active position is maintained thanks to 1421 counterweight in the low position, coupled to the lower jaw 1411 a.

Le contrepoids 1421 est ici directement sus-jacent du conduit aval 112, et s'étend ainsi juste au-dessus du tronçon aval C5 de la chaîne d'ancrage C.The counterweight 1421 is here directly overlying the downstream duct 112, and thus extends just above the downstream section C5 of the anchor chain C.

Ce contrepoids 1421 exerce ainsi un moment de force sur le mors inférieur 1411a par l'intermédiaire de ses bras 1424, dans un premier sens de rotation (ici horaire sur les figures) ; les engrenages 1423 transmettent un moment de force sur le mors supérieur 1411b, dans un second sens de rotation (anti-horaire).This counterweight 1421 thus exerts a moment of force on the lower jaw 1411 has through its arm 1424 in a first rotational direction (here clockwise in the figures); the gear 1423 transmits a moment of force on the upper jaw 1411 b in a second direction of rotation (anti-clockwise).

La chaîne d'ancrage C est ainsi convenablement verrouillée en translation par les moyens de blocage 14, dans le sens amont vers aval.The anchor chain C is thus suitably locked in translation by the locking means 14, in the upstream to downstream direction.

Cette chaîne d'ancrage C est en plus en appui sur la surface inférieure 131 des moyens de renvoi 13 de la structure aval 11, tel qu'illustré sur la figure 5.This anchor chain C is additionally supported on the lower surface 131 of the return means 13 of the downstream structure 11, as illustrated in FIG. figure 5 .

Cet agencement des moyens de renvoi 13 sur la structure aval 11 permet de limiter, voire de supprimer, des cintrages inadaptés du tronçon intermédiaire, en fonction de l'inclinaison du tronçon aval 11, qui seraient alors susceptibles de générer des tensions indésirables sur ce dernier.This arrangement of the return means 13 on the downstream structure 11 makes it possible to limit or even eliminate inappropriate bends of the intermediate section, as a function of the inclination of the downstream section 11, which would then be capable of generating undesirable tensions on the latter. .

Pour la manoeuvre de la chaîne d'ancrage C, en particulier dans un sens amont vers l'aval, les moyens de commande sont pilotés de sorte à provoquer l'extraction de la tige 1422b de l'actionneur linéaire 1422, par rapport à son cylindre 1422a (figure 9).For the operation of the anchor chain C , in particular in an upstream direction downstream, the control means are controlled so as to cause the extraction of the rod 1422 b of the linear actuator 1422, with respect to its cylinder 1422 has ( figure 9 ).

Cette manoeuvre provoque alors le déplacement de l'extrémité de la tige 1422b qui vient appuyer sur le prolongement inférieur 1416 du mors inférieur 1411a, générant ainsi le pivotement de ce mors 1411a autour de son axe de rotation 1413a dans le sens antihoraire.This operation then causes the movement of the end of rod 1422 b which presses on the lower extension 1416 of the lower jaw 1411 a, thereby generating the pivoting of the jaws 1411 has around its axis of rotation 1413 in the counterclockwise .

Ce mouvement est transmis au mors supérieur 1411b par le biais des engrenages 1423, générant son pivotement dans un sens inverse (horaire sur la figure 9).This movement is transmitted to the upper jaw 1411 b through the gear 1423, generating its pivoting in a reverse direction (clockwise on the figure 9 ).

Ce mouvement de rotation en sens inverse des deux mors 1411 permet leur manoeuvre depuis la position active jusqu'à la position inactive.This rotational movement in the opposite direction of the two jaws 1411 allows their operation from the active position to the inactive position.

Lors de cette manoeuvre, le contrepoids 1421 est quant à lui manoeuvré depuis sa position basse (à proximité du tronçon tubulaire aval 112 - figure 8), jusqu'à une position haute (à distance de ce même tronçon tubulaire 112 - figure 9).During this maneuver, the counterweight 1421 is in turn maneuvered from its low position (near the downstream tubular section 112 - figure 8 ), up to a high position (at a distance from this same tubular section 112 - figure 9 ).

Le contrepoids 1421 manoeuvré dans cette position haute permet l'accumulation d'une énergie potentielle mécanique, en particulier d'une énergie potentielle de pesanteur.The counterweight 1421 operated in this high position allows the accumulation of a potential mechanical energy, in particular a potential energy of gravity.

On notera que le contrepoids 1421 en position basse (figure 8) et en position haute (figure 9) est déporté vers l'aval par rapport à son axe de rotation 1413a (c'est-à-dire encore déporté vers l'aval par rapport à l'axe de rotation de ses bras 1424 associés).It will be noted that the counterweight 1421 in the low position ( figure 8 ) and in the high position ( figure 9 ) Is offset downstream with respect to its axis of rotation 1413 (that is to say still offset downstream with respect to the axis of rotation of its associated arm 1424).

Son centre de gravité reste ainsi toujours du côté aval par rapport au plan vertical passant par cet axe de rotation 1413a, favorisant ainsi son pivotement dans le sens horaire selon les figures 8 et 9.Its center of gravity always remains on the downstream side relative to the vertical plane passing through the rotation axis 1413, thereby promoting its pivoting in the clockwise direction according to the Figures 8 and 9 .

La chaîne d'ancrage C peut alors ainsi être manoeuvrée en translation au sein du chaumard 1, dans les deux sens.The anchor chain C can then be manipulated in translation in the fairlead 1, in both directions.

Pour le retour des mors 1411 en position active, il suffit de supprimer la pression d'air dans l'actionneur 1422.For the return of the jaws 1411 in the active position, simply remove the air pressure in the actuator 1422.

Le contrepoids 1421 provoque alors la rétractation de la tige 1422b dans son cylindre 1422a et le pivotement des mors 1411 associés en position active (figure 8).The counterweight 1421 then causes the retraction rod 1422 b in the cylinder 1422a and the pivoting of the associated jaw 1411 in the active position ( figure 8 ).

Cette forme de réalisation avec actionneur linéaire 1422 a l'intérêt d'être simple et fiable, avec l'emploi d'un seul actionneur à simple effet (donc avec un unique joint d'étanchéité).This embodiment with linear actuator 1422 has the advantage of being simple and reliable, with the use of a single actuator single effect (so with a single seal).

La présence d'un tel contrepoids 1421 pour la manoeuvre et le maintien des mors 1411 dans la position active est également utile lors de la mise en tension de la chaîne d'ancrage C, ou pour resserrer une chaîne d'ancrage C légèrement détendue.
En effet, il suffit alors d'exercer une traction dans le sens aval vers amont sur la chaîne d'ancrage C ; les mors 1411 assurant un phénomène de cliquet sous l'action du contrepoids 1421 associé (les mors 1411 sont écartés au passage de chaque maillon vertical M1 de la chaîne C).
The presence of such a counterweight 1421 for the operation and maintenance of the jaws 1411 in the active position is also useful when tensioning the anchor chain C, or to tighten a slightly relaxed anchoring chain C.
Indeed, it is then sufficient to exert traction in the downstream direction upstream on the anchor chain C ; the jaws 1411 providing a ratchet phenomenon under the action of the associated counterweight 1421 (the jaws 1411 are spaced apart at the passage of each vertical link M1 of the chain C ).

Dans ce mode de réalisation, le contrepoids 1421 est en plus équipé d'une platine d'accrochage 1421a (figure 3) sur laquelle peut être fixé un crochet de sorte à pouvoir exercer une traction vers le haut sur ce contrepoids 1421 et l'amener ainsi depuis sa position basse jusqu'à sa position haute.In this embodiment, the counterweight 1421 is additionally equipped with a fastening plate 1421 has ( figure 3 ) on which a hook can be fixed so as to be able to pull upward on the counterweight 1421 and thus bring it from its low position to its high position.

Cette platine 1421a est utile en particulier comme moyen de sécurité redondant, pour permettre l'ouverture de la mâchoire 141 et libérer la chaîne C au sein du chaumard 1, en cas de panne du système pneumatique par exemple.1421 This platinum is particularly useful as redundant safety means, to allow the opening of the jaw 141 and release the chain C in the fairlead 1, in case of failure of the pneumatic system, for example.

Le chaumard selon l'invention offre ainsi une solution simple et efficace pour réduire, voire pour supprimer, les tensions lors de la variation angulaire de la structure aval 11 autour de son axe de rotation horizontal 12'.The fairlead according to the invention thus provides a simple and effective solution for reducing or even eliminating the tensions during the angular variation of the downstream structure 11 about its horizontal axis of rotation 12 '.

Le chaumard 1 selon l'invention a ainsi l'intérêt de proposer un renvoi efface au niveau du tronçon intermédiaire de la chaîne d'ancrage, sans exercer une éventuelle tension supplémentaire générée par les variations d'inclinaison de la structure aval.The fairlead 1 according to the invention thus has the advantage of proposing an erased return at the intermediate section of the anchor chain, without exerting any additional tension generated by the variations of inclination of the downstream structure.

Claims (8)

  1. A fairlead intended to cooperate with an anchoring chain (C), for a system for anchoring a floating installation (P) to the ground,
    wherein said fairlead (1) includes two structures (10, 11):
    (i) an upstream structure (10), for the fastening of said fairlead (1) with said floating installation (P), and
    (ii) a downstream structure (11), including means (14) for locking said anchoring chain (C) in translation,
    wherein said downstream structure (11) is assembled with said upstream structure (10) through pivot connection means (12) defining a horizontal axis of rotation (12'),
    and wherein which fairlead (1) includes guide means (13), for guiding a change of direction of the anchoring chain (C) between an upstream section (C4) and a downstream section (C5),
    wherein said guide means (13) equip said downstream structure (11),
    wherein said downstream structure (11) comprises two lateral plates (111) delimiting the passage of the anchoring chain (C) and between which are arranged the locking means (14) and the guide means (13),
    characterized in that the upstream end (111a) of each of said lateral plates (111) comprises a U-shaped bearing receiving an arm (1021) complementary of the upstream structure (10) and cooperating together through a stud (12a), to form the pivot connection means (12), each bearing (111a) comprising two opposite branches (111a1, 111a2), remote from each other, wherein said guide means (13) extend at least between the internal branches (111a1) opposite the two bearings (111a).
  2. A fairlead according to claim 1, characterized in that the guide means (13) comprise a lower surface (131) intended to form a sliding surface for the intermediate section (C3) of the anchoring chain (C) extending between the upstream (C4) and downstream (C5) sections.
  3. A fairlead according to claim 2, characterized in that the lower surface (131) of the guide means (13) includes:
    - an upstream part (133), whose longitudinal section is convexly curved, and
    - a downstream part (134), whose longitudinal section is rectilinear.
  4. A fairlead according to claim 3, characterized in that the upstream part (133) of the guide means (13) extend on either side of a radial plane (R) that, on the one hand, passes through the horizontal axis of rotation (12'), and on the other hand, extends perpendicular to a longitudinal axis (11') of the downstream structure (11).
  5. A fairlead according to any one of claims 2 to 4, characterized in that lower surface (131) comprises:
    - a longitudinal groove (135), intended to receive links (M1) of the anchoring chain (C) whose general plane (M1') extends perpendicularly to the horizontal axis of rotation (12'), and
    - two lateral bands (136), extending on either side of said longitudinal groove (135), to serve as a bearing surface for the links (M2) of the anchoring chain (C) whose general plane (M2') extends parallel to said horizontal axis of rotation (12).
  6. A fairlead according to any one of claims 1 to 5, characterized in that the translation locking means (14) comprise a jaw (141) composed of two jaw members (1411) articulated about axes of rotation (1413) parallel to each other, said jaw members (1411) being associated with means (142) for the operation thereof in rotation in the reverse direction between said active and inactive positions.
  7. A fairlead according to claim 6, characterized in that the operation means (142) include:
    (i) an inert mass (1421), called "counterweight", which is coupled in movement with said jaw members (1411) and which is operable in height between a lower position and an upper position corresponding to said active position and inactive position, respectively, of said jaw members (1411), so as to operate and tend to hold said jaw members (1411) in said active position, and
    (ii) an actuator means (1422), piloted by control means, for the operation of said jaw members (1411) from said active position to said inactive position and for the operation of said counterweight (1421) from said lower position to said upper position.
  8. A system for anchoring a floating installation (P) to the ground, comprising:
    - at least one fairlead (1) according to claim 3, and
    - an anchoring chain (C) adapted to cooperate with said fairlead (1),
    characterized in that the curved upstream part (133) of the lower surface (131) of the guide means (13) defines an arc of a circle whose diameter corresponds to 7 to 20 times the diameter of the wire of the links (M1, M2) constituting said anchoring chain (C), preferably of the order of 15 to 18 times.
EP15780918.7A 2014-09-19 2015-09-18 Fairlead to guide a anchor chain, for a floating installation Active EP3194259B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15780918T PL3194259T3 (en) 2014-09-19 2015-09-18 Fairlead to guide a anchor chain, for a floating installation

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1458854A FR3026085B1 (en) 2014-09-19 2014-09-19 CHAUMARD DESTINATES TO COOPERATE WITH AN ANCHORAGE CHAIN, FOR A FLOATING SYSTEM ANCHORING SYSTEM ON THE GROUND
PCT/FR2015/052504 WO2016042274A1 (en) 2014-09-19 2015-09-18 Fairlead intended to engage with an anchor chain, for a system for anchoring a floating installation to the ground

Publications (2)

Publication Number Publication Date
EP3194259A1 EP3194259A1 (en) 2017-07-26
EP3194259B1 true EP3194259B1 (en) 2018-11-21

Family

ID=52102805

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15780918.7A Active EP3194259B1 (en) 2014-09-19 2015-09-18 Fairlead to guide a anchor chain, for a floating installation

Country Status (11)

Country Link
US (1) US10272972B2 (en)
EP (1) EP3194259B1 (en)
KR (1) KR102396813B1 (en)
CN (1) CN107107992B (en)
CA (1) CA2961707C (en)
DK (1) DK3194259T3 (en)
ES (1) ES2712646T3 (en)
FR (1) FR3026085B1 (en)
PL (1) PL3194259T3 (en)
SG (1) SG11201702052WA (en)
WO (1) WO2016042274A1 (en)

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* Cited by examiner, † Cited by third party
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FR3049925B1 (en) 2016-04-11 2018-05-04 Dcns GUIDE BOILER FOR AN ANCHORING ELEMENT OF AN OFFSHORE STRUCTURE
GB201700813D0 (en) * 2017-01-17 2017-03-01 Flintstone Tech Ltd Improved underwater connector
NL2021529B1 (en) * 2018-08-30 2020-04-30 Stevlos Bv Chain tensioner with chain switch device
CN109204700A (en) * 2018-10-30 2019-01-15 大连海事大学 Chain stopper of guide chain roller
BR112021015992A2 (en) 2019-02-15 2021-10-05 Flintstone Technology Limited APPARATUS FOR MOORING A STRUCTURE AND/OR TENSIONING A MOORING LINE, APPLIANCES OR DEVICES FOR MOORING A STRUCTURE AND/OR TENSIONING A MOORING LINE, MOORING FOR MOORING A STRUCTURE AND/OR TENSIONING A MOORING LINE AND FOR TYING A MOORING, SYSTEMS FOR MOORING A STRUCTURE/SHIP AND/OR TENSIONING A FIRST MOORING, MOORING AND/OR TENSIONING LINE TO TENSIONING A FIRST MOORING AND MOORING LINE TO TENSION A FIRST MOORING LINE, AND, METHODS FOR RELEASING TENSION IN A LINE MOORING, FOR TENSIONING A FIRST MOORING LINE AND FOR TENSIONING A MOORING LINE
CN110015380A (en) * 2019-04-17 2019-07-16 海洋石油工程股份有限公司 Ratchet chain stopper
WO2021260241A1 (en) * 2020-06-23 2021-12-30 Tecnologica Leioa Aie Underwater connector and method for connecting a chain under water
CN113212651B (en) * 2021-03-26 2022-09-06 中国海洋石油集团有限公司 Towing fixing device for cable guide device of quick release type semi-submersible production platform
CN113650730B (en) * 2021-09-17 2023-03-28 浙江海洋大学 Anchor frame structure for ocean platform ship
KR20240152307A (en) * 2022-02-22 2024-10-21 바덱스 코퍼레이션 Anchoring system and method

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Also Published As

Publication number Publication date
SG11201702052WA (en) 2017-04-27
PL3194259T3 (en) 2019-05-31
ES2712646T3 (en) 2019-05-14
CA2961707A1 (en) 2016-03-24
CN107107992B (en) 2019-08-09
WO2016042274A1 (en) 2016-03-24
US10272972B2 (en) 2019-04-30
CA2961707C (en) 2023-02-21
KR20170057272A (en) 2017-05-24
CN107107992A (en) 2017-08-29
DK3194259T3 (en) 2019-03-11
KR102396813B1 (en) 2022-05-11
EP3194259A1 (en) 2017-07-26
FR3026085B1 (en) 2018-01-12
US20170297657A1 (en) 2017-10-19
FR3026085A1 (en) 2016-03-25

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