Pipes and tubular conduits – Flexible – Spirally wound material
Reexamination Certificate
2002-10-10
2004-02-17
Brinson, Patrick (Department: 3752)
Pipes and tubular conduits
Flexible
Spirally wound material
C138S135000, C138S127000, C138S129000
Reexamination Certificate
active
06691743
ABSTRACT:
BACKGROUND OF THE INVENTION
The present invention relates to a flexible pipe for transporting, over long distances, a fluid which is under pressure and possibly at a high temperature, such as a gas, petroleum, water or other fluids. The invention relates most particularly to a pipe intended for offshore oil exploration. It relates especially, first, to the flow lines, that is to say flexible pipes unwound from a barge in order to be laid generally on the bottom of the sea and connected to the subsea installations, such pipes working mainly in static mode, and, secondly, to the “risers”, that is to say flexible pipes which are unwound from a surface installation such as a platform and are connected to the subsea installations and most of which do not lie below the seabed, such pipes working essentially in dynamic mode.
The flexible pipes used offshore must be able to resist high internal pressures and/or external pressures and also withstand longitudinal bending or twisting without the risk of being ruptured.
They have various configurations depending on their precise use but in general they satisfy the constructional criteria defined in particular in the standards API 17 B and API 17 J drawn up by the American Petroleum Institute under the title “Recommended Practice for Flexible Pipe” and “Specification for Unbonded Flexible Pipe”. Reference may also be made to documents FR 2 654 795 A, WO 98/25 063 A, FR 2 727 738 A and FR 2 744 511 A.
A flexible pipe comprises in general, from the inside outwards:
a structural assembly able to resist radial forces, composed of a sealing sheath made of a plastic, generally a polymer, able to resist to a greater or lesser extent the chemical action of the fluid to be transported, and of a winding of a metal element wound in a helix with a short pitch;
at least one ply (and generally at least two crossed plies) of tensile armour wires wound with a long pitch, that is to say the lay angle measured along the longitudinal axis of the pipe is less than 60°; and
an external protective sealing sheath made of a polymer.
In certain pipes, the said structural assembly is formed by a carcass consisting of an interlocked metal strip surmounted by the said sheath.
In pipes called “smooth-bore” pipes, the said structural assembly consists of:
the said internal sealing sheath; and
a pressure vault resistant mainly to the pressure developed by the fluid in the sealing sheath and consisting of the winding of one or more interlocked profile metal wires (which may or may not be self-interlockable) wound in a helix with a short pitch (that is to say with a winding angle of close to 90°); the profiled wires have a cross section in the form of a Z or a T or derivatives thereof (teta or zeta) or in the form of a U, or more advantageously in the form of an I (cf. document WO 00/09899).
In pipes called “rough-bore” pipes, there is also, inside the internal sealing sheath, a carcass consisting of an interlocked metal strip which serves to prevent the pipe from collapsing under the external pressure. However, the pressure vault also helps to withstand the crushing forces.
It is known, for example from the document WO 92/11487 in the name of the Applicant, to provide, between the armour plies and the outer sheath, an adhesive tape wound over the upper ply in order to make it easier for it to be restrained, at least temporarily, during manufacture while waiting for the external sheath to be placed over it. This restraining is especially necessary when the armour wires are lubricated in order to protect them from corrosion. It is also known to wind around the armour wires, after the adhesive tape, a Kevlar® tape or a tape of another similar high-strength material, intended to resist the end cap effect (bird-cage deformation).
Flexible-pipe laying systems, illustrated for example by the document “Recommended Practice for Design of Risers for Floating Production Systems and Tension-leg Platforms”, drawn up by the American Petroleum Institute, generally include a system for taking up the tension, or tensioner, of the linear contact (caterpillar track) type, which grips a length of flexible pipe by means of at least one pair of opposed endless belts, the objective being to transfer the gripping force to the ply of outer armour wires. The forces exerted are designed in order to take account of the minimal friction coefficient which exists between the various layers of the pipe between the caterpillar track blocks and the armour wires of the flexible pipe: this minimal coefficient occurs at the interface between the external armour ply and the superjacent adhesive, with a value taken into account of less than 0.1. This very low value means that the flexible pipe has to be greatly compressed so as to be able to transfer reasonable tangential retaining forces. This large axial compression may consequently mean that the crush resistance of the pipe must be increased, and therefore the pressure vaults must be reinforced; this increases the suspended weight and therefore increases the radial pressure to be exerted by the tensioners.
In addition, the forces exerted by the blocks must not be increased too much with the risk of damaging the sheath where it comes into contact with the blocks, the limit adopted being set to forces of about 120 metric tons per meter.
SUMMARY OF THE INVENTION
The objective of the invention is to provide a flexible pipe which has the overall structure mentioned above but is designed so as not to have these limitations due to the excessively low friction coefficient between the external armour ply and the superjacent layer (defined around the external armour ply by a winding of adhesive tape and/or a winding of a tape of strong material and/or the external sheath itself).
The objective of the invention is achieved by virtue of a flexible tubular pipe comprising, from the inside outwards, at least: a sealed structural assembly resistant to radial forces, composed of a sealing sheath made of a plastic, generally a polymer, able to withstand to a greater or lesser extent the chemical action of the fluid to be transported, and of a winding of a metal element wound in a helix with a short pitch; and at least one ply of tensile armour wires wound with a long pitch and an external protective sealing sheath, characterized in that at least one strong continuous elongate element with a deformable jacket (peripheral region) is wound helically with a short pitch directly around the said armour ply, preferably in the opposite winding direction to that of the armour ply, so that the spiralled continuous elongate element, crossed or not with respect to the ply, is partially inserted between the gaps between the turns of the ply and blocks the latter. Optionally, the armour ply may be blocked by the spiralled continuous elongate element and these may be covered with an adhesive tape and/or a strong aramid fibre tape (for example Kevlar® tape), even though under certain conditions the continuous elongate element according to the invention makes it possible to dispense with these layers. The continuous elongate element is a wire or a tape; in the first case, it is advantageous for the winding to be done with non-touching turns; in the second case, the winding may be done with touching turns and even with partial overlap between one tape turn and another. The wire (or tape) increases the friction coefficient at the armour/superjacent layer interface from a value of less than 0.1 to a value which exceeds 0.2 or even 0.4. This is because, whereas without the wire of the invention the force at the interface between the external armour ply and the superjacent layer is transmitted by pure friction, with the low coefficient mentioned, the said force is transferred, when the wire of the invention is present, partially by positive mating (complementary shapes) and by shear at the wire, which penetrates both the armour ply and the superjacent layer. The wire can also serve to prevent bird-cage deformation due to the reverse end cap effect. A material with the necessary strength is cho
Brinson Patrick
Coflexip
Ostrolenk Faber Gerb & Soffen, LLP
LandOfFree
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