Classifications

• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
  • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
  • B63B22/00—Buoys
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
  • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
  • B63B22/00—Buoys
  • B63B22/18—Buoys having means to control attitude or position, e.g. reaction surfaces or tether
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
  • E21B17/01—Risers
  • E21B17/012—Risers with buoyancy elements

Definitions

• the present invention relates to a submarine buoy with modular elements for suspending the tubular transport of hydrocarbons, between a seabed and a surface installation.
• tubular conduits are installed substantially vertically between the well and an underwater zone located below the surface of the water, then these vertical tubular conduits are prolonged by tubular conduits generally flexible, which join a surface installation.
• the substantially vertical tubular pipes are generally rigid and are thus maintained vertically through underwater buoys.
• the size of its underwater buoys and consequently the volume of air that they are likely to trap, must be adjusted according to the upward force they must exert on the tubular pipe in order to maintain it vertically.
• this ascensional effort also depends on the dimensions of this pipe and its length, in other words on the depth of water.
• the volume of the underwater buoy must also be important. Also, since it is difficult to carry buoys of large volume, it was imagined to transport them in pieces, for example on the laying boats, and then to climb at sea directly on the site.
• the buoys comprise an armature and modular elements that form floats, and these floats are adapted to be mounted in said frame at the time of installation of the buoy.
• the modular elements extend respectively longitudinally between two opposed modular element ends.
• Said armature has a longitudinal hollow body intended to receive said extended tubular conduit, while retaining means mounted radially on said hollow body make it possible to maintain said modular elements substantially parallel to said hollow body and around said hollow body.
• a problem that arises and that aims to solve the present invention is to provide a submarine buoy with modular elements whose modular elements are more securely retained by the retaining means so as to prevent breakage of the latter.
• the present invention proposes a submarine buoy with modular elements for suspending a tubular pipe between a seabed and a surface, said buoy comprising an armature and a plurality of modular elements forming floats suitable for being mounted in said armature, said modular elements extending respectively longitudinally between two opposite modular element ends, said armature having a longitudinal hollow body for receiving said extended tubular pipe and retaining means mounted radially on said hollow body to maintain said modular elements substantially parallel to said hollow body and around said hollow body;
• said retaining means comprise two retaining structures spaced longitudinally spaced from each other on said hollow body, said retaining structures respectively having a plurality of receiving zones, each being adapted to receive an end d modular element; and said holding structures are held in a fixed position relative to each other in a position where said receiving areas are respectively facing each other so as to trap at least one modular element when said opposite ends of said at least one element modular are respectively engaged in two receiving areas opposite.
• a feature of the invention lies in the mode of cooperation of the two retaining structures, which encircle the modular elements when they are brought into a position close to each other.
• the tubular pipe which rises from the bottom is suspended from the underwater buoy, the latter is oriented so that the hollow body extends substantially vertically as the modular elements.
• Modular elements that have a density lower than that of seawater exerts an upward force on one of the two retaining structures which itself is integral with the hollow body. Also, these modular elements abut against this retaining structure, and they are maintained in this position in particular thanks to the other retaining structure.
• each modular element is cylindrical in shape with a circular director, so that it can be manufactured industrially and at an advantageous cost.
• their wall resists much better to the hydrostatic pressure despite a relatively small thickness in comparison with a parallelepiped-shaped modular element, for example.
• said retaining means preferably comprise spacers mounted on said hollow body to maintain said modular elements away from said hollow body, the modular elements coming to bear against these spacers. They allow moreover, to stiffen the connections between the modular elements and the hollow body.
• these spacers respectively have a semicircular recess for receiving said modular element and blocking and the lateral movements of the tubular element in directions substantially parallel to a tangent plane of the hollow body.
• said retaining structures have a central portion integral with said hollow body and radial portions in which are provided said receiving areas.
• said retaining structures have eight star-shaped and diametrically opposite two-by-two radial portions, in which eight receiving zones are respectively provided.
• said retaining structures define an average plane which extends substantially perpendicularly to said hollow body and at least one of said retaining structures, that which is located towards the surface when the underwater buoy is in position, is equipped with means complementary blocking means in said receiving areas for blocking said modular element in all directions substantially parallel to said mean plane.
• the hollow body is oriented vertically and the modular elements, given their lower density than water, tend to rise towards the surface and exert efforts ascensional specifically on said at least one of said retaining structures.
• the complementary locking means in the receiving zones of this retaining structure, which takes up the significant upward forces, the ends of the modular elements are completely integral with the retaining structure. And thus, the modular elements are totally attached to the frame.
• said at least one of said retaining structure located towards the surface, has reinforcing means for increasing the rigidity of said at least one of said retaining structure, so as to better withstand the upward forces produced by the modular elements.
• said hollow body has, in the vicinity of the other of said retaining structures, hooking means to said tubular pipe to take up the forces exerted by the tubular pipe which rises from the seabed and tends to bring the underwater buoy to this bottom.
• said other of said retaining structures directed towards the seabed, comprises means for locking said modular elements so that they are completely integral with the hollow body.
• FIG. 1 is a schematic perspective view of an underwater buoy reinforcement according to the invention
• FIG. 2 is a schematic perspective view of an underwater buoy according to the invention.
• Figure 3A is a schematic axial sectional view along the plane III-III of the underwater buoy shown in Figure 2;
• FIG. 3B is a schematic axial sectional view along a vertical plane of an underwater buoy according to the invention according to an alternative embodiment
• FIG. 4 is a schematic top view along arrow IV of the underwater buoy shown in Figure 3A;
• FIG. 5A to 5C schematically illustrate in cross section, mounting an underwater buoy as shown in Figure 2.
• FIG. 1 illustrates an underwater buoy armature 10 according to the invention.
• This frame 10 comprises a hollow body 12 with a length of between thirty meters and forty meters, for example thirty five meters, and it comprises a superior retaining structure
• the upper retaining structure 14 has a central portion consisting of a first inner ring 24 fitted at least partially in the upper end 20 of the hollow body 12, eight radial portions consisting of first branches 26 which extend radially from the first inner ring 24 and are offset relative to each other by an angle close to 45 °, these first branches 26 being also secured to a first outer ring 28, and octahedral shape.
• This first outer ring 28 constitutes in particular means for reinforcing the rigidity of the upper retaining structure 14.
• the first branches 26 each have a free end 30 and a first arcuate recess 32 near the free end 30. This first arcuate recess 32 is oriented towards the lower end 22. It is found in FIG. 3A, the reinforcement Comprising the hollow body 12 and the upper retaining structure 14; the axial section plane III-III intersecting two diametrically opposite first branches 26, their respective arcuate recess 32, symmetrical with respect to an extremum 34 and symmetrical with respect to each other vis-à-vis the axis of symmetry A. Moreover, the first arcuate recesses 32 are spaced apart from the hollow body 12.
• the first outer ring 28, of octahedral shape, which connects the first branches 26 at the level of the first arcuate recesses 32 is observed.
• Each of the eight substantially flat portions of the first outer ring 28 intersects substantially perpendicularly a first branch 26.
• a second arcuate recess 36 is formed in each of these flat portions of first outer ring 28.
• This second recess 36 in arc of a curvature substantially identical to the first recess 32 has an extremum substantially coincident with the extremum 34 of the first recess arc 32.
• planar portions of the first outer ring 28 and their corresponding first branch 26 together define through their arcuate recesses 32, 36 a receiving zone 38 oriented towards the lower end 22, which reception zone 38 in turn defines a spherical ring whose function will be explained below.
• the lower retaining structure 16 has a second inner ring 40 also fitted at least partially in the lower end 22 of the hollow body 12. It also has second branches 42 respectively symmetrical first branches 26 relative to a plane of symmetry intersecting the hollow body 12 perpendicular to mid-distance between the lower end 22 and the upper end 20. These second legs 42 are interconnected by a second outer ring 44. In contrast, the second legs 42 respectively have a notch 46 and not an arch recess like the first opposite branches 26.
• the notch 46 has a first portion located near the second ring inner 40 substantially symmetrical to a first arcuate recess portion 32 from the extremum 34 towards the first inner ring and this, with respect to the aforementioned plane of symmetry intersecting perpendicularly the hollow body 12. However, a second portion of the notch 46 is extended substantially radially towards the free end of the second branch 42.
• star struts 18 illustrated in detail in Figure 1 each define a mean plane substantially perpendicular to the hollow body 12 and they are formed of a circular ring in which are formed eight hemicircular recesses 48.
• the hemicircular recesses 48 of each of the circular rings are aligned with each other along an axis parallel to the axis of symmetry A hollow body 12 and which cuts each of the first and second branches 26, 42 opposite.
• This figure 2 shows the upper retaining structure 14 and the lower retaining structure 16 connected together by the hollow body 12, here masked by the modular elements 50.
• the latter are of cylindrical shape with a circular director, and they each present two opposite free ends, an upper free end 52 and a lower free end 54.
• Their diameter is between two and three meters, for example two meters forty, and their length is between thirty meters and forty meters, for example thirty-four meters.
• the two free ends have a rounded shape defining a substantially spherical surface adapted to coincide with the receiving zone 38.
• the upper free end 52 of each of the modular elements 50 is engaged in the receiving zone 38, while the lower free end 54 is in abutment against the corresponding second branch 42, while the body 56 of each of the tubular elements 50 bears against the spacers 18 through their respective hemicircular recesses 48.
• the upper free end 52 of the modular elements 50 is first engaged in the receiving zone 38, the modular elements 50 being inclined with respect to the hollow body 12 and then , the tubular body 50 is folded towards the hollow body 12 resting in the spacers 18, the lower free end 54 abuts against the second legs 42.
• the modular elements 50 are held in this position or by 58 locking pieces reported at the free end of the second legs 42 which will be observed in more detail in Figure 3A, or by a non-buoying flange shown which surrounds and encloses in the vicinity of the lower retaining structure 16 the eight modular elements 50.
• the modular elements 50 are maintained in support in the spacers 18, independently of each other, thanks to independent spacer flanges, which clamp the modular elements 50 in their corresponding hemicircular recesses 48.
• the strut flanges are mounted on each of the projecting ends of the struts 18 and are adapted to be connected to another contiguous end projecting around a modular element 50.
• the upper free end 52 has an axial slot 64 in which an extension 66 projecting from the flat portions of the first outer ring 28 engages; and this, at the second arcuate recess 36.
• the upper free end 52 of the modular elements 50 is perfectly integral with the upper retaining structure 14 because it is perfectly locked in motion in directions substantially parallel to the plane P means defined by the upper retaining structure 14.
• the lower free end 54 is blocked radially in translation by the locking member 58, while the body 56 of the modular elements 50 is locked in translation in one direction. perpendicular.
• FIG. 4 illustrating a top view of the underwater buoy according to the invention.
• the upper retaining structure 14 comprising the first inner ring 24, the first branches 26 and the first inner ring 28.
• the submarine buoy represented is relatively easy to assemble, either before being embarked on a boat laying, or on the boat or directly in the water. Moreover, it presents here eight modular elements 50, but it could include only one on two, four modular elements 50. Thus, its buoyancy would be less.
• FIG. 5A-5C The mounting of the underwater buoy is illustrated in Figures 5A-5C.
• two first modular elements 50 are extended horizontally and parallel to each other on supports 70 and spaced a predetermined distance.
• a hollow body 12 with its spacers 18 is fitted on these first two modular elements 50.
• the latter are then secured to the spacers 18 by means of struts flanges as mentioned above.
• two new modular elements 50 illustrated in FIG. 5C, are mounted on the hollow body 12 in the position diametrically opposed to the first two modular elements 50.
• the assembly equipped with four modular elements 50, is firstly flipped over two first modular elements 50 extended on identical supports to the supports 70 as shown in Figure 5A and located along these supports 70, and two other modular elements 50 are then installed on the last two remaining locations on the body hollow 12.
• the underwater buoy according to the invention is hooked to a tubular pipe 60 intended for the transport of hydrocarbons via a clamping flange 62.
• the tubular pipe 60 is kept suspended from the underwater buoy which tends to drag it towards the surface S in a submarine area below the surface.
• the tubular pipe 60 is connected to a flexible tubular pipe 63 which passes through the underwater buoy and escapes from above over the upper retaining structure 14 to then reach a surface installation.
• the tensile forces to exert on the tubular pipe 60 can be adapted by adjusting the number of modular elements 50 to the armature 10.
• the tubular pipe 60 is connected to the underwater buoy via a frame itself suspended from the lower retaining structure 16, and the tubular pipe 60 is connected to a flexible tubular pipe that no longer crosses the underwater buoy but circumvents it to reach a surface installation.
• the tubular pipe 60 is connected to the underwater buoy via a frame itself suspended from the lower retaining structure 16, and the tubular pipe 60 is connected to a flexible tubular pipe that no longer crosses the underwater buoy but circumvents it to reach a surface installation.
• the aforementioned hollow body is replaced by a succession of six independent cylindrical floats, four identical 72, 74, 76, 78 and two end 80, 82, stacked on top of each other .
• the modular elements forming floats are here respectively replaced by two modular half-elements 84, 86, adjusted in the extension of one another.
• the overall buoyancy of the underwater buoy is increased.
• this also allows in certain particular embodiments, to reduce the size of the modular elements.
• the cylindrical independent floats 72, 74, 76, 78, 80, 82 are adapted to receive water inside to be able to immerse the underwater buoy, while the modular half-elements are sealed and do not receive no water. This water cylindrical independent floats is then likely to be evacuated to be able to give the buoy underwater all its buoyancy.
• the independent cylindrical floats 72, 74, 76, 78, 80, 82 are respectively equipped in their base, with a first opening extended by a first conduit.
• the first conduits of all cylindrical floats independent 72, 74, 76, 78, 80, 82 converge to a common filling valve.
• a gas and in particular nitrogen for the water of independent cylindrical floats 72, 74, 76, 78, 80, 82, they respectively have an upper opening extended by a second duct.
• the second conduits converge in turn towards a common nitrogen inlet valve.
• the subject of the invention relates to a method of installing a rising submarine column for transporting hydrocarbons between a seabed and a surface, by means of an underwater buoy with elements.
• modular and / or independent cylindrical floats as described above.
• the method being of the type according to which: anchoring a bottom installation on said seabed; providing a tubular conduit having a connecting end to be connected to said downstream installation and an opposite end equipped with a submersible float submarine buoy; then, the entry of water inside said submergible floats is authorized to immerse said underwater buoy and said tubular pipe in line with said bottom installation, while said underwater buoy and said buoy are retained.
• a suspension line from a surface vessel, said suspension line supporting tensile forces corresponding to the weight of said underwater buoy and said pipe; a traction cable is then provided and return means are installed on said downstream installation so as to be able to connect said traction cable to said connection end and to drive said cable through said return means and simultaneously said connection end towards said downstream installation; according to the invention, hooking a draft buoy immersed in said traction cable to exert additional traction forces on said suspension line; then a gaseous fluid is substituted with the water of said immersible floats to compensate, on the one hand, the traction forces corresponding to the weight of said underwater buoy and of said pipe and, on the other hand, at least a part of the traction forces additional; and, finally, said pulling buoy is tethered to said bottom installation and said suspension line is progressively released so that said bottom installation takes up said additional traction forces exerted by the pull buoy, while said underwater buoy exerts said other part of the additional tensile forces on said pipe to maintain it vertically.
• the implementation of the submerged draft buoy that is to say between the bottom and the surface, and more precisely near the bottom, to attach to the towing cable and then the release, allows to exert additional traction forces on said suspension line.
• the pulling buoy which then contains a gaseous fluid lighter than water, pulls on the pulling cable which has the opposite effect, thanks to the return means on the end of connection of the pipe, and thus on the line of suspension that joins the surface building.
• an additional traction force is exerted on the suspension line in excess of the own weight of the pipe and the underwater buoy.
• said gaseous fluid lighter than water, is substituted for the water of said immersible floats to compensate for the traction forces corresponding to the weight of the underwater buoy and substantially at half of said additional traction forces exerted by the intermediate of the draw buoy.
• said pulling buoy is released from said bottom installation so that said pull buoy back to said surface. so as to drive the opposite end, said connection end to said downstream installation.
• damping receiving means are provided, from the connecting end when approaching downwards, from the bottom installation.

Landscapes

• Engineering & Computer Science (AREA)
• Chemical & Material Sciences (AREA)
• Mechanical Engineering (AREA)
• Mining & Mineral Resources (AREA)
• Combustion & Propulsion (AREA)
• Ocean & Marine Engineering (AREA)
• Geology (AREA)
• Life Sciences & Earth Sciences (AREA)
• Environmental & Geological Engineering (AREA)
• Fluid Mechanics (AREA)
• Physics & Mathematics (AREA)
• Chemical Kinetics & Catalysis (AREA)
• General Life Sciences & Earth Sciences (AREA)
• Geochemistry & Mineralogy (AREA)
• Laying Of Electric Cables Or Lines Outside (AREA)
• Artificial Fish Reefs (AREA)
• Cleaning Or Clearing Of The Surface Of Open Water (AREA)
• Supports For Pipes And Cables (AREA)
• Earth Drilling (AREA)

Applications Claiming Priority (2)

Publications (2)

Family

ID=38988428

Family Applications (1)

Country Status (7)

Families Citing this family (4)

Family Cites Families (7)

• 2007
  • 2007-04-27 FR FR0703086A patent/FR2915456B1/fr not_active Expired - Fee Related
• 2008
  • 2008-04-24 AT AT08805507T patent/ATE528204T1/de not_active IP Right Cessation
  • 2008-04-24 BR BRPI0810129A patent/BRPI0810129B1/pt active IP Right Grant
  • 2008-04-24 EP EP08805507A patent/EP2164752B1/de active Active
  • 2008-04-24 WO PCT/FR2008/000590 patent/WO2008145862A2/fr active Application Filing
  • 2008-04-24 US US12/597,627 patent/US8425156B2/en active Active
  • 2008-04-24 DK DK08805507.4T patent/DK2164752T3/da active

Non-Patent Citations (1)

Also Published As

Similar Documents

Legal Events