Classifications

• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
  • F16L15/00—Screw-threaded joints; Forms of screw-threads for such joints
  • F16L15/001—Screw-threaded joints; Forms of screw-threads for such joints with conical threads
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
  • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
  • F16L1/12—Laying or reclaiming pipes on or under water
  • F16L1/16—Laying or reclaiming pipes on or under water on the bottom
  • F16L1/165—Laying or reclaiming pipes on or under water on the bottom by towing the pipe on or near the bottom
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
  • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
  • F16L1/12—Laying or reclaiming pipes on or under water
  • F16L1/20—Accessories therefor, e.g. floats or weights
  • F16L1/24—Floats; Weights
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
  • F16L11/00—Hoses, i.e. flexible pipes
  • F16L11/14—Hoses, i.e. flexible pipes made of rigid material, e.g. metal or hard plastics
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
  • F16L15/00—Screw-threaded joints; Forms of screw-threads for such joints
  • F16L15/006—Screw-threaded joints; Forms of screw-threads for such joints with straight threads
  • F16L15/008—Screw-threaded joints; Forms of screw-threads for such joints with straight threads with sealing rings
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
  • F16L9/00—Rigid pipes
  • F16L9/14—Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups
  • F16L9/147—Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups comprising only layers of metal and plastics with or without reinforcement

Definitions

• the invention is part of an assembly for the construction of an underwater transport network for fluid, energy, or signals.
• fluid is meant any body or substance in the liquid or gaseous state, under pressure, capable of being transported in any suitable conduit, sealingly separating said fluid from the outside, for example a pipe or a pipeline.
• energy is meant mainly but not exclusively electrical energy, for example a low or high voltage electric current, weak or strong, circulating by any suitable means, isolated from the outside, for example a mono- electric cable. wire or multi-wire.
• signals any digital or analog signals supported by a physical quantity, for example optical, circulating in isolation from the outside, for example in a fiber optic cable.
• the installation duct is put in place by sinking, that is to say by carrying out a directional drilling, passing under the obstacle, the installation duct being hooked to the drilling head, bypassing the obstacle.
• This solution consists in burying the installation duct in the basement of the aquatic obstacle using a plower, which is a kind of plow pulled from the surface by all appropriate means. Two techniques or methods known as direct or indirect burial method are thus known.
• the installation conduit (s) are traditionally installed with civil engineering work, essentially consisting in digging a trench, installing the conduit in it, then filling the trench. Even if civil engineering can be more or less mechanized, this installation is today particularly expensive.
• the Applicant had the idea of using the aquatic networks existing on earth, natural or artificial, to have one or more installation conduits there, instead of proceeding by traditional civil engineering.
• a device for pulling an underwater installation conduit characterized in that it comprises on the one hand a core having a tapered frustoconical bearing intended to be screwed into the end of the conduit and a tail traction, and on the other hand an outer cylindrical ring provided with a threaded inner bore, said inner ring being intended to be screwed onto the outer wall of the end of the installation duct so as to enclose the wall with the core of the duct over its entire periphery.
• FIG. 1 schematically shows a sealed underwater network for the transport of fluid, energy, or signals, obtained by the assembly of elements or components of the assembly according to the invention previously defined
• FIG. 2 is a view in longitudinal section of an embodiment of the composite duct
• FIG. 3 represents, in axial or longitudinal section, a connection device according to the invention placed on two adjacent ends of two installation duct elements,
• FIGS. 4 and 5 represent, respectively, a longitudinal and axial section and a cross section through its middle of a connector belonging to the connection device shown in FIG. 3,
• FIGS. 6 and 7 represent, respectively in vertical axial section and in top view, a device for immobilizing on the underwater bottom, a duct element, - FIG. 8 represents a traction device according to the invention, placed in the free end of an installation duct according to the invention,
• FIGS. 9 and 10 represent respectively in axial and front section, the anti-creep ring of the device of FIG. 8, - FIG. 11 is a partial view in section and on an enlarged scale of detail A of FIG. 9,
• FIG. 1 2 is a cross-sectional view of another embodiment of the composite conduit.
• Figures 13 and 14 schematically show installation methods for an installation duct.
• an earth structure 50 has been represented comprising a part immersed in an aqueous area, the bottom 17 of which is submerged by the latter.
• each composite installation duct 1 comprises: an internal sheath 2 obtained for example by extrusion of an appropriate plastic material,
• a peripheral ballast 3 secured to the outside of and with the sheath 2, extending around and along the length of the latter, whose weight per unit length of said conduit is determined to at least partially counteract the thrust generated by the displacement of the liquid volume of said conduit.
• the weight per unit length of the empty installation duct must therefore be greater than the mass of water displaced.
• the immersion of the pipe should not be too fast or too slow, however.
• the laying system risks blocking on the one hand when the installation duct is too heavy and falls too quickly towards the bottom 17 and on the other hand when the installation duct is too light and is driven by the current.
• the optimal immersion speed depends on the advancement speed of the installation system and therefore on the installation method itself.
• the weight difference of the installation pipe 1 is between 10 and 30% of the weight of the displaced water, depending on the diameter of said pipe and the laying method used.
• the peripheral ballast 3 is produced by helical winding around the inner sheath 2 of two metal strips 4 and 5, relatively heavy.
• Each strip 4 and 5 is wound by forming a gap 4a or 5a, that is to say by forming spiers 4b, 5b spaced apart and whose juxtaposed edges delimit spaces.
• This winding is carried out with covering of the internal gaps 4a by the external turns 5b of the external strip 5.
• the gaps 4a and 5a are filled with a sealing material 30, such as petroleum gel, powder or equivalent filling material opposing with the passage of water or other fluid, both longitudinally and transversely.
• the sealing material 30 is advantageously produced with a vegetable-based grease to meet the anti-pollution criteria and standards.
• the sealing material 30 is advantageously produced with a grease also coating the turns 4b, 5b so as to provide lubrication of a turn 4b relative to the other 5b. This contributes to obtaining elastic properties of the installation duct 1.
• the longitudinal seal that is to say with respect to the water liable to infiltrate between the metal studs 4, 5, is ensured up to several tens of bars.
• the fats used are capable of absorbing hydrogen ions, originating from a hydrolysis of water and which are very harmful to optical cables, which absorb said hydrogen ions.
• the metal of the peripheral ballast may or may not resist corrosion, and may for example be stainless steel.
• the peripheral ballast is advantageously covered with an outer sheath 10.
• the outer sheath 10 also serves to retain the sealing material 30, in this case a grease.
• the outer sheath 10 is also a cohesion agent which maintains the metallic armor.
• the installation duct 1 according to the invention has advantages, as remarkable as they are unexpected.
• the outer sheath 10 provides a tightening envelope for the metallic armor and confinement of the grease. This outer sheath 10 can thus have a relatively small thickness and does not necessarily contribute to mechanically reinforcing the duct 1.
• the internal sheath 2 can have less pronounced mechanical strength properties than those usually necessary for producing underwater pipes.
• the peripheral ballast 3 surrounding the internal sheath 2 which, by virtue of its mechanical resistance properties, makes it possible to use an internal sheath 2 of smaller thickness, less resistant and in most cases less expensive.
• Another remarkable advantage of the installation duct 1 according to the invention lies in its dimensions. The diameter and the thickness of these installation conduits 1 according to the invention compatible with land installations, despite the much more pronounced mechanical, physical and chemical constraints which exist during laying in an underwater environment. The connection between a pipe 1 of underwater installation and a land pipe is thus carried out without difficulty.
• FIG. 12 representing an alternative embodiment of the peripheral ballast 3, it is composed of metallic elements, such as wires or blades 32, of circular, flat, trapezoidal or diamond cross section, helically wound around the sheath 2, or around an intermediate sheath 2a, making it possible to fix and maintain in sealing contact the longitudinal edges of a metal strip 31.
• the latter is made for example of aluminum, of small thickness and weight and is independent of the ballast peripheral 3.
• the gaps between blades or wires 31 are filled with sealing material 30.
• the assembly is protected by the outer sheath 10 of synthetic material.
• the outer sheath 10 is for example made of polyethylene and polyamide in one or other of the exemplary embodiments of the installation duct 1.
• the installation duct 1 is composite, and makes it possible to have there, by drawing, blowing, or pushing, any tube or cable, represented by the reference numeral 29 in FIG. 12.
• connection device 1 1 comprises a connector 12 for sealingly joining two elements 1 a and 1 b of conduit 1.
• this connector 12 is made of metal, or of synthetic material.
• the connector 12 is preferably made with a stainless steel metallic material, or an aluminum protected by a surface treatment. It comprises a cylindrical sleeve 13, comprising two opposite ends 14a and 14b for the tight fitting of the two ends 2a, 2b of the two inner sheaths 2 of the two adjacent duct elements 1a and 1b, respectively.
• Each end piece 14a and 14b comprises, internally and going from its free end to mid-length of the sleeve 13, an inlet chamfer 13a, a cylindrical bore 13b with a groove for an O-ring 33, a threaded part 13c, with an identical step but of opposite direction to that of the other end piece 14a, 14b, and an abutment face 13d.
• the seal 33 and the thread 13c cooperate with the inner sheath 2 of the conduit 1, sheath previously stripped over a short length, as shown in Figure 6.
• connection device 1 1 is remarkable in the sense that the sleeve 13 consists of a single piece, in which are fitted O-rings 33, which it suffices to turn to obtain a tight connection between the two elements 1a, 1b of conduit 1 of installation.
• the connector 12 has a central zone 12a in which flats 12b give it a polygonal transverse shape, for example hexagonal, allowing the connector 12 to be clamped on two internal sheaths 2, arranged in the extension of the one of the other.
• the connection device 1 1 also includes two sheaths
• This sheath 15 made of heat-shrinkable plastic. This sheath 15 is heat-shrunk on the end of each of the duct elements 1 and on the connector 12 to provide mechanical protection for the peripheral ballast 3 and possibly the outer sheath 10 and to avoid, during the pulls exerted on this duct for move it, that foreign bodies are inserted between the armor or ballast 3 and one or the other of the sheaths 2 and 10. This sheath 15 also ensures, at least at low immersion pressures, the tight protection of duct components 1.
• the sheath 15 is fitted onto one of the elements 1a, 1b before mounting the connection device 1 1.
• the connection device 1 in this case the screwing of the connector 12 on the two ends 2a, 2b of the two inner sheaths 2, the heat-shrinkable sheath is slid over the conduit 1 so as to cover the end of each of the elements 1a, 1b and the sleeve 13 making the connector 12, that is to say say over the entire connection area of the conduits 1
• a device 16 for immobilizing the underwater bottom is essentially obtained by molding concrete, the quality of which is suitable for immersion in an aqueous medium.
• This device comprises a heavy base 18, the lower face 18a of which is concave and surmounted by a part 18f in the shape of a stud, crossed by a through hole 18g, allowing its suspension.
• Different means 19a, 19b, 19c, in the form of hooks, are provided for fixing a conduit 1 of installation on the base 18.
• Holes 1 8b to 18e pass through the base 18, from its lower face concave to its face upper, for the passage of water during immersion of the immobilization device 16.
• Anchor peaks 20 are distributed around the periphery of the base 18.
• the orifices 18b to 18e all advantageously have the same configuration, for example in an arc, and the same dimension.
• the orifices 18b to 18e are regularly and angularly distributed in the base 1 8, around the vertical axis of symmetry of the device.
• the traction device 21 shown in Figure 1 1 is composed of a core 22, and an outer ring 23.
• the core 22, of generally cylindrical shape, includes a tapered frustoconical part 22a and, in the extension of the part of small diameter of the cone, a cylindrical part 22b provided with a groove for an O-ring seal 25.
• the core 22 is extended, beyond the part of large diameter of the cone, by a draw rod 24 provided with 'a hooking eye 24a.
• This core 22 has diametrical dimensions allowing it to be screwed inside the inner sheath 2.
• the cylindrical part 22b provided with a groove by an O-ring seal 25 can be eliminated or replaced by an elongation of the threaded frustoconical part 22a.
• the outer ring 23 of generally cylindrical outer shape, is provided, at one of its ends, with a hexagonal collar 26 to ensure its setting in rotation by means of a key. Internally, and starting from this collar 26, it comprises an inlet chamfer 23a, a smooth cylindrical bore 23b, a threaded bore 23c, a relief groove 23d and an internal shoulder 23e, forming engagement stop.
• Figure 1 1 shows that the thread of the outer ring 23 has a section in a right triangle and therefore forms helical notches 27 opposing any movement in the direction of the arrow 28 of the peripheral ballast 3 or the outer sheath 10 of the conduit 1 around which the outer ring 23 is arranged.
• the outer ring 23 When the device is mounted on the end of a duct 1, the outer ring 23 is first placed around this end, possibly as far as the stop of its shoulder 23e on the end face of the duct 1, then the core 22 is engaged, and screwed into the conduit 1. This has the consequence of compressing the wall or walls of the elements making up the conduit 1 between the two threads, respectively 22a of the core 22 and 23c of the ring 23, and ensuring, by encrustation of these threads in said walls, the mechanical connection positive between said conduit 1 and the traction device 21. The seal thus obtained is if necessary doubled by the seal 25.
• the establishment of such underwater networks is carried out using, for example, burial method.
• the direct burial method is thus known, shown diagrammatically in FIG. 13, which consists in burying the installation conduit 1 in a trench 50 dug in the bed of a river 51 using a plow 52 carrying a inert or vibrating bag.
• This plow 52 is towed by a barge 53 on which the installation duct 1 is stored.
• the latter is wound on drums 54.
• the barge 53 is itself pulled by a cable 55 fixed on a tug 56 located substantially in the middle of the river 51 and anchored at the bottom 17.
• FIG. 14 There is also known an indirect burial method, shown diagrammatically in FIG. 14, in which for example several installation conduits 1 are assembled or tied up on a barge 53.
• the assembly is then brought to the bed of a river 51 where it is supported on the surface by balloons 60.
• the conduits 1 are connected to a connection pontoon 61 on the surface to achieve lengths of approximately 0.5 to 2 kilometers.
• the conduits 1 are poured by removing the balloons 60.
• a water jet plower can be buried the bundle of conduits 1.
• the conduits 1 are cast and rest on the bottom 17, at the location identified by the reference 50a.
• An immobilization device anchoring system 16 making it possible to hold the beam in place, can also be used in one or other of the methods, replacing burial, when there is no risks of dredging and when the currents are very weak. It is particularly important to implement such methods, to have conduits 1 whose immersion speed is perfectly controlled so as to avoid blockages of the laying mechanisms.
• the burial speed and the forward speed of the burial train are therefore linked to the weight of the duct 1, said weight determining its immersion speed.
• connection device 1 1 it is of great importance to be able to connect two conduits 1 easily using the connection device 1 1 either on the barge 54 or on the bottom 17 in the event of accidental breakage. It is also essential to pull on conduits 1, with a large force to end up two conduits 1 intended to be connected. Such positioning is obtained in a simple and reliable manner with the traction device 21.

Landscapes

• General Engineering & Computer Science (AREA)
• Engineering & Computer Science (AREA)
• Mechanical Engineering (AREA)
• Laying Of Electric Cables Or Lines Outside (AREA)
• Pipeline Systems (AREA)
• Rigid Pipes And Flexible Pipes (AREA)
• Earth Drilling (AREA)
• Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
• Steering-Linkage Mechanisms And Four-Wheel Steering (AREA)
• Physical Or Chemical Processes And Apparatus (AREA)
• Laminated Bodies (AREA)
• Confectionery (AREA)
• Water Treatment By Sorption (AREA)
• Quick-Acting Or Multi-Walled Pipe Joints (AREA)
• Hydraulic Turbines (AREA)
• Mutual Connection Of Rods And Tubes (AREA)
• Joints Allowing Movement (AREA)
• Underground Or Underwater Handling Of Building Materials (AREA)

Applications Claiming Priority (3)

Publications (1)

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ID=9531693

Family Applications (3)

Family Applications Before (1)

Family Applications After (1)

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• 1998
  • 1998-10-14 FR FR9813040A patent/FR2784734B1/fr not_active Expired - Fee Related
• 1999
  • 1999-10-14 AU AU62076/99A patent/AU6207699A/en not_active Abandoned
  • 1999-10-14 EP EP99949055A patent/EP1121551A1/fr not_active Withdrawn
  • 1999-10-14 WO PCT/FR1999/002505 patent/WO2000022338A1/fr not_active Ceased
  • 1999-10-14 PL PL99347185A patent/PL347185A1/xx unknown
  • 1999-10-14 DK DK99949054T patent/DK1129313T3/da active
  • 1999-10-14 DE DE69901729T patent/DE69901729D1/de not_active Expired - Lifetime
  • 1999-10-14 PL PL99347187A patent/PL347187A1/xx unknown
  • 1999-10-14 BR BR9909413-4A patent/BR9909413A/pt unknown
  • 1999-10-14 WO PCT/FR1999/002507 patent/WO2000022330A1/fr not_active Ceased
  • 1999-10-14 CA CA002346566A patent/CA2346566A1/fr not_active Abandoned
  • 1999-10-14 AU AU62073/99A patent/AU6207399A/en not_active Abandoned
  • 1999-10-14 AU AU62072/99A patent/AU6207299A/en not_active Abandoned
  • 1999-10-14 CZ CZ20011313A patent/CZ20011313A3/cs unknown
  • 1999-10-14 CZ CZ20011314A patent/CZ20011314A3/cs unknown
  • 1999-10-14 WO PCT/FR1999/002506 patent/WO2000022335A1/fr not_active Ceased
  • 1999-10-14 CA CA002346560A patent/CA2346560A1/fr not_active Abandoned
  • 1999-10-14 BR BR9909593-9A patent/BR9909593A/pt not_active Application Discontinuation
  • 1999-10-14 AU AU62074/99A patent/AU6207499A/en not_active Abandoned
  • 1999-10-14 EP EP99949057A patent/EP1121552A1/fr not_active Withdrawn
  • 1999-10-14 PL PL99347186A patent/PL347186A1/xx unknown
  • 1999-10-14 CZ CZ20011315A patent/CZ20011315A3/cs unknown
  • 1999-10-14 WO PCT/FR1999/002508 patent/WO2000022332A1/fr not_active Ceased
  • 1999-10-14 BR BR9909261-1A patent/BR9909261A/pt not_active Application Discontinuation
  • 1999-10-14 BR BR9908783-9A patent/BR9908783A/pt unknown
  • 1999-10-14 EP EP99949054A patent/EP1129313B1/fr not_active Expired - Lifetime
  • 1999-10-14 AU AU62075/99A patent/AU6207599A/en not_active Abandoned
  • 1999-10-14 AT AT99949054T patent/ATE218683T1/de not_active IP Right Cessation
  • 1999-10-14 WO PCT/FR1999/002509 patent/WO2000022331A1/fr not_active Ceased
  • 1999-10-14 BR BR9909411-8A patent/BR9909411A/pt not_active Application Discontinuation
  • 1999-10-14 CA CA002346565A patent/CA2346565A1/fr not_active Abandoned
• 2001
  • 2001-04-10 NO NO20011840A patent/NO20011840L/no not_active Application Discontinuation
  • 2001-04-10 NO NO20011839A patent/NO20011839L/no not_active Application Discontinuation
  • 2001-04-10 NO NO20011838A patent/NO20011838L/no not_active Application Discontinuation

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