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    • 专利摘要:
    The present invention relates to a flexible pipe having a mechanical reinforcing element (4) and a pressure sheath. The mechanical reinforcing element (4) comprises at least one sheet of metal tensile armor (6) and at least one layer of composite tensile armor (7). The web of composite tensile armor (7) is disposed outside the sheet of metal tensile armor (6). Separating means (8) are provided for separating the composite tensile armor (7), maintaining a radial clearance and a circumferential clearance for the composite tensile armor (7).
    公开号:FR3064711A1
    申请号:FR1752748
    申请日:2017-03-31
    公开日:2018-10-05
    发明作者:Vincent LE CORRE；Michael Martinez；Julien Maurice；Alexandre DAMIENS；Antoine Felix-Henry
    申请人:IFP Energies Nouvelles IFPEN；Technip France SAS；
    IPC主号:
    专利说明:

    Holder (s): IFP ENERGIES NOUVELLES Public establishment, TECHNIP FRANCE Public limited company.
    Extension request (s)
    Agent (s): IFP ENERGIES NOUVELLES.
    FLEXIBLE CONDUCT WITH METAL WEAPONS AND COMPOSITE WEAPONS.
    FR 3 064 711 - A1 (3 /) The present invention relates to a flexible pipe comprising a mechanical reinforcement element (4) and a pressure sheath. The mechanical reinforcing element (4) comprises at least one ply of metallic tensile armor (6) and at least one ply of composite tensile armor (7). The composite tensile armor ply (7) is arranged outside the metallic tensile armor ply (6). Separation means (8) are provided for separating the composite traction armor (7), while maintaining a radial clearance and a circumferential clearance for the composite traction armor (7).
    The present invention relates to a flexible tubular pipe for the transport of petroleum fluid used in the field of offshore petroleum exploitation.
    The flexible pipes targeted by the present invention are formed by a set of different concentric and superimposed layers, and are said to be of unbound type (“unbonded” in English) because these layers have a certain freedom of movement relative to the others when bending flexible pipes. These flexible pipes meet among others the recommendations of the normative documents API 17J "Specification for Unbonded Flexible Pipe >> (4th edition, May 2014) and API 17B" Recommended Practice for Flexible Pipe >> (5 th edition, May 2014) published by the American Petroleum Institute as well as the normative document DNV-OS-C501 "Composite Components" (November 2013) published by Det Norske Veritas. The constituent layers of flexible conduits include in particular polymer sheaths generally ensuring a sealing function, and reinforcing layers intended for the resumption of mechanical forces and formed by windings of strip, of metallic wires, of various strips or of profiles in composite materials.
    These flexible pipes are used in particular to transport oil or gas-type hydrocarbons from underwater equipment located on the seabed, for example a wellhead, to a floating production unit located on the surface. Such pipes can be deployed at great depths, usually more than 2000m deep, and they must therefore be able to withstand a hydrostatic pressure of several hundred bar. In addition, they must also be able to withstand the very high pressure of the hydrocarbons transported, this pressure also being able to be several hundred bar.
    When the flexible pipe is in service, it can be subjected to high static and dynamic loads, which can cause fatigue. The most severe loads are generally observed in the upper part of risers (“risers” in English) connecting the seabed to the surface. In fact, in this zone, the flexible pipe is subjected to a strong static stress in tension linked to the weight of the pipe, to which are added dynamic stresses in tension and transverse bending linked to the movements of the floating production unit. under the effect of swell and waves. With regard to the part of the flexible pipe extending over the seabed (“flowlines” in English), the loads applied are essentially static.
    The unbound type flexible pipes most used in the offshore petroleum industry generally include, from the inside to the outside, an internal carcass made of a strip of profiled stainless steel and helically wound at short pitch in stapled turns. to each other, said internal carcass serving mainly to prevent crushing of the flexible pipe under the effect of external pressure, an internal sealing sheath made of polymer, a pressure vault made up of at least one metal wire stapled and helically wound in short pitch, said pressure vault serving to take up the radial forces linked to internal pressure, tensile armor plies formed of helical windings with long pitch of metallic or composite wires, said armor plies tensile being intended to take up the longitudinal forces to which the flexible pipe is subjected, and finally an external sealing sheath intended to protect from the e reinforcement layers. In the present application, the term “short pitch winding” means any winding having a helix angle whose absolute value is close to 90 degrees, in practice between 70 degrees and 90 degrees relative to the longitudinal axis of the flexible pipe. . The term long-pitch winding designates any winding whose helix angle is less than or equal, in absolute value, to 55 degrees relative to the longitudinal axis of the flexible pipe.
    The internal carcass allows the flexible pipe to have a collapse resistance sufficient to allow it to withstand strong external pressures, in particular hydrostatic pressure when the flexible pipe is immersed at great depth ( 1000m, even 2000m, or more), or even the external contact pressures undergone during handling and installation operations at sea. A flexible pipe with an internal carcass is said to have a non-smooth passage ("rough bore" in English) because the innermost element is the internal carcass which forms a non-smooth passage due to the gaps between the metal turns of the stapled strip.
    The main function of the pressure vault is to allow the internal sealing sheath to resist, without bursting, the pressure exerted by the petroleum fluid transported by the pipe, the external face of the internal sealing sheath bearing against the internal face of the pressure vault. The pressure vault also contributes to improving the resistance to crushing of the internal carcass, in particular because it limits the possibilities of deformation of the internal carcass under the effect of hydrostatic pressure.
    The main function of the tensile armor plies is to take up the longitudinal forces, in particular those linked to the hanging weight of the flexible pipe when it is installed on the seabed from a laying boat located on the surface. In the case of a riser (“riser” in English) permanently connecting an installation laid on the seabed to equipment floating on the surface, these longitudinal forces linked to the hanging weight are exerted permanently. When the pipe is submerged at great depth, the longitudinal forces linked to the weight hanged during installation and / or in service can reach several hundred tonnes.
    The tensile armor plies are generally made of metal or composite material. The metallic tensile armor traditionally used for the axial reinforcement of flexible pipes poses a problem of weight at great depths. Indeed, depending on the intended application, there is a depth beyond which, the increase in the section of the steel armor increases the self-weight of the line more than it increases the axial resistance. The head loading of the riser in production or the flowline at the installation then exceeds its capacity. The installation of the line then becomes impossible because the hanging weight is greater than the limit capacity for the recovery of forces from the laying equipment.
    In recent years, work has been carried out to replace these metal profiles with composite material profiles which have the advantage of having a density, and therefore a mass, much lower than metals. On the other hand, composite tensile armors have a lower compressive strength than metallic tensile armors, which poses a problem for bottom loads dominated by external pressure.
    In order to limit the mass of the tensile armor plies, and a fortiori the mass of the flexible pipe, patent application WO 2012/006998 describes the design of a mechanical reinforcement element of a flexible pipe comprising at at least two layers of tensile armor of a first material (for example a metal), at least two layers of tensile armor of a second material (for example a composite material) and a layer separating the layers of armor of different material. However, the tensile armor plies being made of different materials, the tensile tack can be subjected to significant compressions, which is not compatible with composite tensile armor.
    Patent application EP 1459003 provides for the introduction of an intermediate element disposed between the tensile armor to limit the transverse displacement of the armor and thus to limit the buckling deformation of the tensile armor. This solution is not entirely satisfactory, particularly in terms of the mass of the flexible pipe.
    To overcome these drawbacks, the present invention relates to a flexible pipe comprising a mechanical reinforcement element and a pressure sheath. The mechanical reinforcing element comprises at least one ply of metallic tensile armor and at least one ply of composite tensile armor. The composite tensile armor ply is disposed outside the metal tensile armor ply. In addition, separation means are provided for separating the composite traction armor, while maintaining a radial clearance and a circumferential clearance for the composite traction armor. These games allow the composite tensile armor to move radially under axial compression loading of the flexible pipe. Thus, the composite tensile armor ply is free to extend radially so as to compensate for the axial reduction of the pipe under the effect of external pressure. As a result, axial compression stresses are minimized in composite tensile armor. Furthermore, the composite tensile armor ply contributes to the recovery of axial tension loads. Thus, the metallic tensile armor plies are used for the resumption of compression forces at the bottom, dominated by high pressures, and the composite tensile armor plies are used to complete the resumption of tension force at the head of driving.
    The device according to the invention
    The present invention relates to a flexible pipe for transporting a petroleum effluent, said pipe comprising at least one mechanical reinforcement element and a pressure sheath, said mechanical reinforcement element being arranged outside said pressure sheath, said reinforcement element mechanical comprising at least one ply of metallic tensile armor and at least one ply of composite tensile armor, said ply of composite tensile armor being disposed outside said ply of metallic tensile armor. Separation means separate said composite traction armor, said separation means ensuring a radial clearance and a circumferential clearance for said composite traction armor.
    According to one embodiment of the invention, said radial clearance] r of said composite traction is determined as a function of an armor equation of the type:
    Jr - a c -
    tan 2 a c with a c the mean radius of said composite tensile armor (7), - the rate of contraction of said pipe under pressure loading
    Lo external, and a c the reinforcement angle of said composite traction armor.
    Advantageously, the reinforcement angle of said composite tensile armor ply is less than or equal to 25 degrees, preferably between 10 and 25 degrees.
    Preferably, the winding angle of said sheet of metal tensile armor is between 25 and 55 degrees, preferably between 30 and 55 degrees.
    According to an embodiment option, said composite tensile armor are dimensioned for sharing axial loads between said layers of metallic and composite armor.
    According to an implementation of the invention, the number of composite tensile armors constituting said sheet of composite tensile armors is constrained by the section, the reinforcement angle and the material of said composite tensile armors, as well as by the number, the section, the reinforcement angle and the material of said metallic tensile armor.
    According to one characteristic, the number n c of composite tensile armor constituting said sheet of composite tensile tack is defined by a formula of the type:
    not.
    > ί ··· .max
    F r T OTsfa-σϊ
    K a ; F
    EARLY · ” sf c .a £ E r .cos 2 a r r- n C 9
    E c . — Sin 2 a c a c
    K, with
    Ki = ΕρΠρ Si.cos 3 cti, i being the index associated with the sheet of tensile armor considered: i corresponding to a for metallic or c for composite, Ej the Young's modulus of material i, S, the section of the tensile armor of material i, a, the reinforcement angle of the tensile armor of material i, F T0T the total axial force seen by the pipe, sf, a safety factor for the ply d 'tensile armor of material i, σ / the breaking limit of material i, h c the maximum distance to the neutral bending fiber of the composite tensile armor, a c the mean positioning radius of said tensile armor composite.
    According to one embodiment, said composite material is designed so as to give said composite tensile armor plies an elongation at break at least equal to the elongation at break of said metal tensile armor plies.
    Advantageously, said composite material is a composite material with unidirectional fibers.
    According to an implementation of the invention, the longitudinal Young's modulus of said composite material is less than the longitudinal Young's modulus of said metallic material.
    Advantageously, said circumferential clearance between a composite tensile armor and a separation means is between 0.5 and 3 mm.
    According to an embodiment option, said separation means are made of polymer material.
    According to one embodiment, said separation means are formed by strips of substantially rectangular section, said strips of said separation means being disposed between said composite traction armor.
    Alternatively, said separation means are formed by strips of substantially U-shaped section, said strips of said separation means being wound around said sheet of metallic tensile armor, and a composite tensile armor being disposed within said U of each means of separation.
    Advantageously, said composite tensile armors have a substantially circular section.
    Preferably, said metal tensile armors have a substantially rectangular section.
    According to one characteristic, the mechanical reinforcing element comprises an even number of layers of metal armor and an even number of layers of composite armor.
    Brief presentation of the figures
    Other characteristics and advantages of the device according to the invention will appear on reading the description below of nonlimiting examples of embodiments, with reference to the appended figures and described below.
    Figure 1 schematically illustrates in perspective a flexible pipe according to the prior art.
    FIG. 2 illustrates a flexible pipe according to a first embodiment of the invention.
    FIG. 3 illustrates a flexible pipe according to a second embodiment of the invention.
    A flexible pipe according to the prior art is shown in FIG. 1. This pipe consists of several layers described below from the inside to the outside of the pipe. The flexible pipe is of unbounded type and meets the specifications defined in the API 17J normative document.
    The internal carcass 1 consists of a metal strip wound around a short pitch propeller. It is intended for resistance to crushing under the effect of the external pressure applied to the pipe.
    The internal sealing sheath 2 is produced by extrusion of a polymer material, generally chosen from polyolefins, polyamides and fluorinated polymers.
    The pressure vault 3 made of stapled or interlocking metal wires ensures resistance to the internal pressure in the pipe.
    According to the illustration in FIG. 1, the plies of tensile armor 4 are formed by metallic wires wound in a helix at angles whose absolute value relative to the longitudinal axis of the flexible pipe is between 20 degrees and 55 degrees. The pipe advantageously comprises two superimposed and crossed plies of tensile armor 4, as shown in FIG. 1. For example, if the internal ply of tensile armor is wound with a helix angle equal to 30 degrees, the ply external tensile armor is wound with a helix angle equal to -30 degrees. This angular symmetry makes it possible to balance the pipe in torsion, so as to reduce its tendency to turn under the effect of a tensile force.
    When the two overlapping and crossed plies of tensile armor 4 are wound with a helix angle substantially equal to 55 degrees, the pressure vault 3 can optionally be omitted because the helix angle of 55 degrees gives the plies d 'tensile armor 4 good resistance to internal pressure.
    The external sealing sheath 5 in polymer forms an external protection for the pipe.
    The pipe represented by FIG. 1 is of the rough bore type, that is to say that the fluid circulating in the pipe is in contact with the internal carcass 1.
    Alternatively, the pipe can be of the smooth bore type. In this case, the pipe shown in FIG. 1 does not have an internal carcass 1. The polymer sheath 2 is directly in contact with the fluid circulating in the pipe. The polymer sheath 5 is waterproof. The external pressure forces are supported by the roof 3.
    Detailed description of the invention
    The flexible pipe according to the invention comprises at least one pressure sheath and at least one mechanical reinforcement element. In the present application, the term “mechanical reinforcing element” designates all of the armor plies (metal and composites) used to take up the longitudinal forces of the flexible pipe. In addition, the flexible pipe according to the invention may advantageously comprise at least one of the other layers of the flexible pipe described with reference to FIG. 1, in particular an internal carcass, an external sealing sheath, a pressure vault and / or other additional layers. Preferably, the flexible pipe according to the invention is of the unbounded type and meets the specifications defined in the API 17J normative document.
    According to the invention, the mechanical reinforcing element comprises at least one ply of metallic traction armor and at least one ply of composite traction armor. Within each layer of tensile armor, the tensile armor (generally in the form of wires or strips) is wound in a helix around the layer below. The composite armor ply is arranged outside the metallic armor ply. Thus, the composite tensile armor ply participates in the resumption of axial tension loads: there is a sharing of axial loads between the metal tensile armor ply and the composite tensile armor ply. For example, the sheet of metal tensile armor is used for the recovery of compression forces at the bottom, dominated by high pressures, and the sheet of composite tensile armor is used to complete the recovery of tensile stress in pipe head.
    The design of a flexible pipe comprising both metallic tensile armor and composite tensile armor makes it possible to reduce the section and / or the number of plies of metallic tensile armor. As composite materials are lighter than metallic materials, the mass of the flexible pipe is reduced compared to a design comprising only metallic tensile armor.
    Furthermore, according to the invention, separation means separate the composite tensile armor, maintaining a radial clearance and a circumferential clearance. In the present application, the expression "radial clearance" designates the possibility of movement of the composite tensile armor in a direction coincident with the radius of the flexible pipe, and the radial clearance is directed outward to the pipe . In other words, the composite tensile armor can move away from the center of the flexible pipe. In the present application, the expression "circumferential clearance" designates the possibility of movement of the composite tensile armor in a peripheral direction. In other words, the composite tensile armor can move in an arc, the center of which is the axis of the flexible pipe.
    Games are permitted by the form and by the arrangement of the separation means. In particular, the radial clearance is allowed by the height of the separation means, which is greater than the height of the composite tensile armor. The circumferential play can be allowed by the fact that the separation means do not occupy the entire circumferential spacing between two consecutive composite tensile armor. These clearances allow the composite tensile armor to move radially under the axial compression load of the flexible pipe. Thus, the composite tensile armor ply is free to extend radially so as to compensate for the axial reduction of the pipe under the effect of external pressure. Consequently, the axial compression stresses are minimized in the composite tensile armor, the composite tensile armor can therefore be used under high pressure conditions.
    Advantageously, the radial clearance can be greater than the circumferential clearance, in order to allow the composite tensile armorings to move essentially radially.
    In the present application, the terms “composite tensile armor” and “composite armor” have the same meaning and are used interchangeably. Likewise, the terms “metallic tensile armor” and “metallic armor” have the same meaning and are used interchangeably.
    In accordance with an implementation of the invention, circumferential clearances can be provided between the metal armours, in order to obtain good flexibility in bending.
    On the other hand, in order to maintain resistance to internal and external pressures, no radial clearance is provided for metallic armor. For example, metallic armor can be placed under tension, and a high-strength retaining strip reinforced with aramid fibers can hold them radially. For example, the aramid fibers are chosen from the commercial references Kevlar®, Twaron® or even Technora®.
    Preferably, the mechanical reinforcing element comprises an even number of metallic tensile armor plies and an even number of composite tensile armor plies. Advantageously, the tensile tack plies of a pair of plies are crossed, in other words they are laid with winding angles (that is to say the helix angle of the winding tensile armor) of opposite signs. For example, if the internal tensile armor ply is laid with a winding angle (helix angle) equal to 30 degrees, the external tensile armor ply is wound with a winding angle (angle d 'propeller) equal to -30 degrees. This angular symmetry makes it possible to balance the pipe in torsion, so as to reduce its tendency to turn under the effect of a tensile force.
    For example, the mechanical reinforcement element may comprise from the inside to the outside two plies of metal tensile armor, and two plies of composite tensile armor. This design allows a good compromise between the mass of the flexible pipe and the resistance to internal and external pressures.
    When manufacturing the flexible pipe, the helical laying of the tensile armor in composite material can generate an elastic bending stress. In fact, the higher the winding angle (that is to say the helix angle of the winding of the tensile armor), the greater the curvature of the propeller and the greater this constraint of pose is strong. In order to limit the assembly stress, it is therefore advantageous to use low reinforcement angles for the composite armor plies compared to the angles commonly used on the metal armor plies. The reinforcement angles of the composite armor plies are therefore preferably less than or equal to 25 degrees, preferably between 10 and 25 degrees, to limit the elastic bending stress within the composite tensile armor.
    The reinforcement angles of the metallic armor plies of the flexible pipe according to an implementation of the invention are, conventionally, between 25 and 55 degrees, preferably between 30 and 55 degrees.
    The metallic tensile armor may be produced in particular from steel, for example stainless steel, austenitic-ferritic steel (or “Duplex” steel) or for example from low-alloy carbon steels. The metallic tensile armor may also be cold drawn profiles.
    Alternatively, the metal tensile armor is made of titanium or from a titanium alloy.
    The composite tensile reinforcements can be produced in a thermoplastic or thermosetting resin containing reinforcing fibers.
    For example, the thermoplastic resin is based on a polyolefin such as polyethylene, based on a polyamide such as PA11 or PA12, or based on a fluorinated polymer such as polyvinylidene fluoride (PVDF) or perfluoroalkoxy (PFA). As a variant, the resin is formed on the basis of a high performance polymer such as PEK (polyetherketone), PEEK (polyetheretherketone), PEEKK (polyetheretherketone), PEKK (polyetherketone), PEKEKK (polyetherketoneetheroneketone) polyamide-imide), PEI (polyether-imide), PSU (polysulfone), PPSU (polyphenylsulfone), PES (polyethersulfone), PAS (polyarylsulfone), PPE (polyphenylene ether), PPS (phenylene polysulfide) LCP (liquid crystal polymers), PPA (polyphthalamide) and / or mixtures thereof or in admixture with PTFE (polytetrafluoroethylene) or PFPE (perfluoropolyether).
    For example, the thermosetting resin is based on an epoxy resin (EP), a polyester resin (UP), a vinyl ester resin (VE), a polyurethane resin (PUR) or even a phenolic resin (PF).
    The reinforcing fibers can be chosen from mineral fibers or synthetic fibers. Preferably, the fibers used are glass fibers and / or carbon fibers. As a variant, the reinforcement fibers are synthetic fibers such as polyethylene, polyester or polyamide fibers, or else mineral fibers such as basalt fibers.
    For example, the armours can be made of composite material with unidirectional fibers, obtained for example by pultrusion, comprising substantially 60% of carbon fibers in an epoxy resin. The composite tensile armor may, for example, be made with T700 carbon reinforcing fibers sold by Toray Carbon Fibers, USA. Other carbon fibers such as TR50 fibers marketed by Mitsubishi Rayon Co., UTS50 fibers marketed by Teijin or AS4 fibers marketed by Hexcel.
    In another alternative embodiment of the invention, the composite weaves are “rope” type weaves produced from a braiding of several strands of fibers, the fibers not being embedded in a thermoplastic or thermosetting resin. The fibers used to make this type of weave are for example chosen from synthetic fibers such as polyethylene, polyester, carbon or polyamide fibers, or else mineral fibers such as basalt fibers. The strands are made from fibers of the same kind or from a mixture of different fibers.
    Advantageously, the use of armor of the "cord" type makes it possible to obtain good properties of mechanical resistance in compression because the fibers are not stressed by the presence of a thermoplastic or thermosetting resin.
    The separation means can be made of a polymer material, for example a thermoplastic polymer such as a polyolefin (PE, PP), a polyamide (PA11, PA12) or a fluoropolymer (PVDF, PFA), a thermosetting polymer such as a polyurethane or even an elastomer. Thus, the separation means are made of a light material (lighter than the tensile armor), which limits the increase in the mass of the flexible pipe.
    According to an exemplary embodiment of the invention, the metal tensile armor may have a substantially rectangular section. The section of a tensile armor is designated, a view in a section orthogonal to the direction of the length of the tensile armor. In this way, it is possible to use the armor conventionally used.
    Alternatively, the section of the metallic tensile armor can be of any shape, for example circular, elliptical, etc.
    According to an exemplary embodiment of the invention, the composite tensile armor may have a substantially circular section. Thus, it is possible to use inexpensive circular section tensile armor already sold for other submarine applications such as for submarine cables, submarine umbilicals or even oil platform anchoring tendons. For example, this type of weave is produced in the form of a very long reinforcing element obtained by pultrusion, comprising longitudinal carbon fibers embedded in a polymer matrix.
    According to a variant, this type of armor can also be in the form of a core produced from a group of very long reinforcing elements of the type described above, the core being covered with a layer of fibers braided at a predefined angle to hold them together.
    Alternatively, the section of the composite tensile armor can be of any shape, for example rectangular, elliptical, etc.
    According to a first embodiment of the invention, the separation means can be formed by strips of substantially rectangular section. For this embodiment, the strips are arranged between the composite tensile armor. In other words, the composite tensile armor ply is formed by alternating composite tensile armors and separation means. This embodiment is simple to carry out. The height of the section of the separation means can be greater than the height of the composite traction armor, so as to ensure the radial clearance. In addition, the thickness of the separation means is less than the circumferential distance between two consecutive composite tensile armor, so as to ensure the circumferential play.
    According to a second embodiment of the invention, the separation means can be formed by strips of section substantially U-shaped, the U being open towards the outside of the flexible pipe. For this embodiment, the strips of the separation means can be wound around the sheet of metal tensile armor, and a composite tensile armor is placed within each U of the separation means. In other words, the sheet of composite tensile armor is formed by a series of separation means U, within which are composite tensile armor. This embodiment is particularly suitable when the contact pressures between the tensile armor plies are high. Indeed, the U-shape allows a better distribution of the contact force and therefore reduces the contact pressure. The height of the legs of the U can provide radial clearance, and the spacing between the legs of the U can provide circumferential clearance.
    In accordance with an implementation of the invention, the circumferential clearance between a composite armor and a separation means is between 0.5 and 3 mm. Advantageously, the circumferential play can be around 1 mm. Thus, the composite tensile armor can have a total circumferential displacement of 2 mm (1 mm in each circumferential direction).
    According to one embodiment of the invention, an intermediate layer can be provided between the steel and composite plies. This intermediate layer has the function of blocking the swelling of the metallic armor in compression. According to an exemplary embodiment, the intermediate layer is a retaining strip with high mechanical strength reinforced with aramid fibers can hold them. For example, the aramid fibers are chosen from the commercial references Kevlar®, Twaron® or even Technora®
    Advantageously, anti-wear bands can be provided between the metal armorings, in order to avoid the wear of the metal armorings.
    According to a characteristic of the invention, retaining tapes can be provided between each pair of plies.
    According to one embodiment of the invention, the plies of metal tensile armor are dimensioned to resist loading at the foot of flexible pipe (external pressure, curvature), with the conventional methods. The tension at the head of the flexible pipe can then be estimated from the self-weight of the flexible pipe by neglecting the mass of the composite plies - hypothesis verified a posteriori - and the background effect in the event of internal pressurization. It is assumed that the metallic tensile armor plies thus dimensioned do not have sufficient capacity to take up all of this tension, denoted F TO t ·
    In a simplified design approach, the composite armor plies can be dimensioned in pairs, called bi-plies, with opposite reinforcement angles, and positioned at an average radius a c deduced from the radius of the metal tensile armor plies .
    The calculation of the total section of the necessary composite armorings is based on the principle of a sharing of the axial loads between the armor plies. The forces F a and F c in the metallic and composite bi-plies are proportional to their respective axial stiffnesses K a and K c , according to the overall elongation of the pipe:
    Lo
    AL _ Ftot _ Fc _ Fa e.
    L o ~ K a + K c K c _ K a q '
    The axial stiffness depends on the geometry of the bi-layer and the Young's modulus of the material:
    Kj = Ej. ιη. Sj. cos 3 and; Eq. 2 with:
    i the index associated with the bi-layer (i = a for metal, i = c for composite),
    E is the longitudinal Young's modulus of the material, n the number of armouring thread,
    S is the section of armor wire, a, the armor angle.
    The axial forces in each bi-ply are a function of the tensile stress σ · in each armor wire and the geometry of the bi-ply:
    F; = σ). η ;. S ;, cos (cti) Eq. 3
    By injecting equations 2 and 3 into the equation Eq. 11 for each bi-ply, a relationship is obtained between the stress in the wires and the stiffness of the bi-ply of composite armor.
    Ftot σ " σ <Eq.4
    K a + K c E a . cos 2 cta Ec. cos 2 ctc
    The stresses in the wires must respect a criterion of resistance of the material. In steel wires, the tensile stress o a must remain below the elastic limit o a of the weighted metal with a safety factor sf a strictly less than 1:
    o a <sf a . o a Eq. 5
    In composite tensile armor, the sum of the tensile stress σ [and the bending stress σ ' on laying must remain below the tensile breaking limit Oc of the weighted composite with a safety factor sf c strictly less than 1:
    σ [+ a c <sfc- a c Eq. 6 where h _ t- "C.
    σ “= E c . - sin z a, a c
    Eq. 7 with a c the mean radius of the bi-ply of composite armor, h c the maximum distance to the neutral bending fiber of the composite tensile armor (equal to the radius r c of the composite tensile armor in the case of composite tensile armor of circular section).
    The stress in the armor wires is extracted from expression 4 and then injected into the material criteria expressed in equations 5 and 6. For metal armor wires:
    E a . cos 2 a a <sf a . o a
    Eq. 8
    For composite armor:
    E c . cos 2 a c + oj <sf c . σ /
    Eq. 9
    We thus obtain a minimum value to be respected for the stiffness of the bi-layer of composite armor:
    K c > maxt F ·
    ALL a . cos 2 a a sf a . σ '
    K a ; F,
    E c . cos 2 ct c
    EARLY - Ÿ b sf c . σ '- σ “
    K a
    Eq. 10
    According to one embodiment of the invention, for a winding angle a c chosen (preferably in the range indicated above, that is to say less than or equal to 25 degrees) and a given composite material, it is deduced therefrom the optimal number of composite armor n c to be used in the composite armor bi-ply as a function of the section S c of an armor:
    S c 'E c . cos 3 ct c maxTOTE a . cos 2 ct a sf a . o a
    K a ; F,
    TOTE c . cos 2 ct c sf c . σ eh c . ,
    E c . —So z ct c a r
    Eq. 11
    For different sections of composite tensile armor available, it can be checked that the number of tensile armor is compatible with the space left available on the perimeter of the ply after the installation of an identical number of separation means and provision of a predetermined circumferential clearance (for example a circumferential clearance of approximately 1 mm) between the separation means and the composite tensile armor. There are potentially several pairs (n c , S c ) solutions. Ideally, wide separation means are required to ensure good stability of the assembly.
    Compression in the composite armor plies can be avoided by allowing the composite armor to maintain a constant length. The axial contraction is compensated by an authorized radial displacement thanks to a radial clearance above the composite armor, maintained by the separation means. Knowing the axial stiffness in compression of the flexible pipe, imparted by the steel plies, it is possible to estimate the axial contraction rate of the pipe under the external pressure load. The
    Lo radial displacement Aa is estimated geometrically by conservation of the length of the composite armor on a helix pitch:
    Aa = a c .
    Eq. 12 with a c the mean radius of said composite tensile armor, - the rate of
    Lo contraction of said pipe under the loading of external pressure, and a c the winding angle of said composite tensile armor.
    Thus, the radial clearance J r , and a fortiori the height of the separation means, can be determined by means of an equation of the type:
    J r > Aa
    Therefore, J r > a c .
    - (> <
    tan 2 a r with a c the mean radius of said composite tensile armor, - the rate of
    Lo contraction of said pipe under the loading of external pressure, and a c the winding angle of said composite tensile armor.
    It is also desirable for the chosen composite material to give the composite armor plies an elongation at break at least equal to the elongation at break of the metal armor plies. From the previous equations, this criterion on the elongations at break of the layers is written:
    sfr. -.
    E c cos (a c ) 2 ar c -, σ η
    -. tan (a c ) 2 > sfæ -.
    E a cos (a a ) 2
    Eq. 13
    We deduce an optimal elongation at break for the composite material:
    optim cos (a c) 2 sf sf r a.-A
    E a 'cos (a a ) :
    -I--. tan (a c ) 2
    Eq. 14
    In accordance with one embodiment of the invention, the composite material of the composite armours can be chosen so as to verify a selection criterion relating to its elongation at break, which must ideally be equal to the optimal elongation, optim σ;
    Eq. 15
    Figure 2 shows, schematically and without limitation, a flexible pipe according to the first embodiment of the invention. Figure 2 is a partial cross section of a flexible pipe. The flexible pipe comprises from the center towards the outside an internal structure 9, sheets of tensile armor 4 and an external sheath 5. The internal structure can be of any type, and can in particular comprise at least one of the layers illustrated on the Figure 1 (carcass, pressure sheath, pressure vault, etc.).
    The tensile armor plies 4 comprise two metal armor plies 6 and two composite armor plies 7. The two metal armor plies 6 are arranged with opposite reinforcement angles. Likewise, the two composite armor plies 7 are arranged with opposite weaving angles. The metal armor 6 has a substantially rectangular section. The composite armors 6 have a substantially circular section. In addition, the armor plies 4 comprise separation means 8. According to the illustrated embodiment, the separation means 8 are formed by strips of substantially rectangular section. For this embodiment, the strips of the separation means 8 are disposed between the composite traction armor 7. In other words, the sheet of composite traction armor 7 is formed by alternating composite traction armor 7 and separation means 8. The height of the section of the separation means 8 is greater than the height of the composite traction armor 7, so as to maintain a radial clearance. In addition, the thickness of the separation means 8 is less than the circumferential distance between two consecutive composite tensile armor 7.
    Figure 3 shows, schematically and without limitation, a flexible pipe according to the second embodiment of the invention. Figure 3 is a partial cross section of a flexible pipe. The flexible pipe comprises from the center outwards an internal structure 9, tensile armor plies 4 and an external sheath (not shown). The internal structure can be of any type, and in particular comprise at least one of the layers illustrated in FIG. 1 (carcass, pressure sheath, pressure vault, etc.). The tensile armor plies 4 comprise two metal armor plies 6 and two composite armor plies 7. The two metal armor plies 6 are arranged with opposite reinforcement angles. Likewise, the two composite armor plies 7 are arranged with opposite weaving angles. The metal armor 6 has a substantially rectangular section. The composite armors 6 have a substantially circular section. In addition, the armor plies 4 comprise separation means 10. According to the illustrated embodiment, the separation means 10 are formed by strips of section substantially U-shaped, the U being open towards the outside of flexible driving. For this embodiment, the strips of the separation means 10 are wound around the sheet of metal tensile armor 6, and a composite tensile armor 7 is disposed within each U of the separation means 10. By in other words, the composite tensile armor ply 7 is formed by a series of U-shaped separation means 10, within which are arranged composite traction armors 7. The height of the branches of the U of the separation means 10 ensures the radial clearance, and the spacing between the branches of the U of the separation means 10 ensures the circumferential clearance.
    The present invention is suitable for flexible pipes of the “riser” type and for flexible pipes of the “flowline” type.
    The invention is particularly suitable for a flexible pipe for great depths, for which the tension at the top of the pipe is the most severe load for the design of armor.
    Application example
    The characteristics and advantages of the flexible pipe according to the invention will appear more clearly on reading the example of application below.
    This example of application relates to a flexible flowline type pipe for 2500m of water depth whose dimensioning loading for the armor is the head tension at installation, with an extreme head loading at installation of 4300kN, corresponding by the self-weight affected by a coefficient 1.25. For the current solution (according to the prior art), the mechanical reinforcement element consists of:
    • two layers of carbon steel armor having a high mechanical resistance greater than or equal to 1200 MPa of respectively 64 and 66 wires of section 14x6 mm 2 reinforced at 25 degrees.
    Thanks to the design of the flexible pipe according to the invention, it is possible to size the section of steel for bottom loading only, that is to say the external pressure and buckling. For the same extreme loading defined above, it is possible to dimension a flexible pipe according to the invention with a mechanical reinforcement element consisting of:
    • two layers of carbon steel armor having a high mechanical resistance greater than or equal to 1200 MPa of respectively 64 and 66 wires of cross section 12x3 mm 2 reinforced at 25 degrees, • two layers of composite armor of respectively 50 and 52 wires 6 mm in diameter, spaced with the same number of 11x9.6 mm 2 section separation means, armed at 15 degrees, in addition:
    • the composite armor is made of 60% carbon fiber composite (type T700 from Toray) in an epoxy resin, • the separation means are made of polypropylene PP (type ELTEX® TUB350 from Solvay Plastics).
    This design is carried out according to the embodiment of Figure 2, with separation means having a substantially rectangular section, and with two layers of metal armor and two layers of composite armor. Between the two designs (current solution, and solution according to the invention), the other characteristics of the flexible pipe (for example materials, designs, dimensions of the sheaths, of the carcass, of the pressure vault, etc.) are not modified.
    The calculation of the axial stiffnesses of the layers indicates a sharing of axial loads of
    70% in steel armor and 30% in composite armor.
    The weight gain is 52 kg / m in air, 45 kg / m in full pipe water. This weight gain is allowed because the section of the steel armor plies has been halved compared to the current solution according to the prior art.
    Thus, the design of the armor plies of a flexible pipe according to the invention allows a significant reduction in the mass of the flexible pipe, while retaining flexibility, and mechanical resistance to loading under internal and external pressures. Its flexibility being preserved, it is possible to wind the flexible pipe on a storage reel with a winding radius similar to that of a conventional flexible pipe without composite armor plies.
    权利要求:
    Claims (17)
    [1" id="c-fr-0001]
    Claims
    1) Flexible pipe for transporting a petroleum effluent, said pipe comprising at least one mechanical reinforcement element (4) and a pressure sheath (2), said mechanical reinforcement element (4) being disposed outside said sheath pressure, said mechanical reinforcing element comprising at least one ply of metal tensile armor (6) and at least one ply of composite tensile armor (7), said ply of composite tensile armor (7) being arranged at the outside of said sheet of metal tensile armor (6), characterized in that separation means (8; 10) separate said composite tensile armor (7), said separation means (8; 10) ensuring a radial clearance and circumferential clearance for said composite tensile armor (7).
    [2" id="c-fr-0002]
    2) Pipe according to claim 1, wherein said radial clearance r of said composite tensile armor (7) is determined according to an equation of the type:
    ZI i- (i + ^) 2
    Jr> a c . 1 - g- 2 --1 with a c the mean radius of said tensile armor
    V / composite (7), the rate of contraction of said pipe under the loading of the
    Lo external pressure, and a c the winding angle of said composite traction armor (7).
    [3" id="c-fr-0003]
    3) Pipe according to one of the preceding claims, in which the winding angle of said composite tensile armor ply (7) is less than or equal to 25 degrees, preferably between 10 and 25 degrees.
    [4" id="c-fr-0004]
    4) Pipe according to one of the preceding claims, wherein the winding angle of said sheet of metal tensile armor (6) is between 25 and 55 degrees, preferably between 30 and 55 degrees.
    [5" id="c-fr-0005]
    5) Pipe according to one of the preceding claims, in which said composite tensile armor (7) is dimensioned for sharing axial loads between said layers of metallic (6) and composite (7) armor.
    [6" id="c-fr-0006]
    6) Pipe according to one of the preceding claims, in which the number of composite traction armor (7) constituting said sheet of composite traction armor is constrained by the section, the reinforcement angle and the material of said armor composite tensile (7), as well as the number, section, reinforcement angle and material of said metallic tensile armor (6).
    [7" id="c-fr-0007]
    7) Pipe according to one of the preceding claims, in which the number n c of composite tensile armor (7) constituting said sheet of composite tensile tack is defined by a formula of the type:
    n, .max
    EARLY·
    E a .cos 2 a a sf '- ,. σΥ
    K,
    E r .cos 2 a r
    TOT- „γ sfc-σ, ϊE c . — Sin 2 a C
    K a with
    Kj = Ej.nj. Sj. cos 3 (η, i being the index associated with the tensile armor ply considered: i corresponding to a for metallic or c for composite, Ej the Young's modulus of the material i, S, the section of the armor tensile strength of material i, aj reinforcement angle of the tensile strength armor of material i, F T0T the total axial force seen by the pipe, sf, a safety factor for the tensile armor ply of the material i, a [the breaking limit of material i, h c the maximum distance to the neutral bending fiber of the composite tensile armor, a c the mean positioning radius of said composite tensile armor.
    [8" id="c-fr-0008]
    8) Pipe according to one of the preceding claims, wherein said composite material is designed so as to give said plies of composite tensile armor (7) an elongation at break at least equal to the elongation at break of said plies of metal tensile armor (6).
    [9" id="c-fr-0009]
    9) Pipe according to one of the preceding claims, wherein said composite material is a composite material with unidirectional fibers.
    [10" id="c-fr-0010]
    10) Pipe according to one of the preceding claims, in which the longitudinal Young's modulus of said composite material is less than the longitudinal Young's modulus of said metallic material.
    [11" id="c-fr-0011]
    11) Pipe according to one of the preceding claims, wherein said circumferential clearance between a composite tensile armor (7) and a separation means (8; 10) is between 0.5 and 3 mm.
    [12" id="c-fr-0012]
    12) Pipe according to one of the preceding claims, wherein said separation means (8; 10) are made of polymeric material.
    [13" id="c-fr-0013]
    13) Pipe according to one of the preceding claims, wherein said separation means (8) are formed by strips of substantially rectangular section, said strips of said separation means (8) being disposed between said composite tensile armor (7) .
    ) 5 -4 d. ; 'I)
    [14" id="c-fr-0014]
    14) Pipe according to one of claims 1 to 12, wherein said separation means (10) are formed by strips of substantially U-shaped section, said strips of said separation means (10) being wound around said sheet. metallic tensile armor (6), and a composite tensile armor (7)
    10 being disposed within said U of each separation means (10).
    [15" id="c-fr-0015]
    15) Pipe according to one of the preceding claims, wherein said composite tensile armor (7) have a substantially circular section.
    15
    [16" id="c-fr-0016]
    16) Pipe according to one of claims 1 to 14, wherein said metal tensile armor (6) have a substantially rectangular section.
    [17" id="c-fr-0017]
    17) Pipe according to one of the preceding claims, in which the mechanical reinforcing element comprises an even number of metallic armor plies (6) and an even number of composite armor plies (7).
    1/2
    PRIOR ART Figure 1
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    同族专利:
    公开号 | 公开日
    US11047512B2|2021-06-29|
    US20200103059A1|2020-04-02|
    FR3064711B1|2019-04-12|
    BR112019020051A2|2020-04-28|
    WO2018177735A1|2018-10-04|
    EP3601862A1|2020-02-05|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    EP1459003A1|2001-12-21|2004-09-22|Institut Francais Du Petrole|Flexible pipe with high axial compression strength and method for making same|
    WO2012006998A1|2010-07-14|2012-01-19|Nkt Flexibles I/S|An unbonded flexible pipe|
    US20150027580A1|2012-03-13|2015-01-29|National Oilwell Varco Denmark I/S|Reinforcement element for an unbonded flexible pipe|
    US5275209A|1988-05-09|1994-01-04|Institut Francais Du Petrole|Hose including an aluminum alloy|
    FR2647524B1|1989-05-23|1991-10-31|Inst Francais Du Petrole|FLEXIBLE PIPE COMPRISING A COMPOSITE MATERIAL WITH AN ALUMINUM ALLOY MATRIX AND METHOD FOR MANUFACTURING SAID MATERIAL|
    US5645109A|1990-06-29|1997-07-08|Coflexip|Flexible tubular pipe comprising an interlocked armoring web and process for producing it|
    FR2732441B1|1995-03-29|1997-05-30|Coflexip|FLEXIBLE TUBULAR PIPE WITH POLYMERIC INTERNAL SEALING SHEATH|
    FR2775052B1|1998-02-18|2000-03-10|Coflexip|FLEXIBLE PIPE FOR RISING COLUMN IN A SEA OIL EXPLOITATION|
    FR2821144B1|2001-02-22|2003-10-31|Coflexip|FLEXIBLE DUCT WITH ANTI-THRUST FILM|
    FR2837899B1|2002-03-28|2004-07-30|Coflexip|DEVICE FOR LIMITING THE LATERAL FLAMMING OF THE ARMOR WEBS OF A FLEXIBLE PIPE|
    FR2852658B1|2003-03-21|2005-04-22|Coflexip|FLEXIBLE TUBULAR DRIVE FOR TRANSPORTING A FLUID|
    FR2926347B1|2008-01-11|2009-12-18|Technip France|FLEXIBLE DRIVING FOR THE TRANSPORT OF DEEP WATER HYDROCARBONS|
    US8967205B2|2010-03-17|2015-03-03|Deepflex Inc.|Anti-extrusion layer with non-interlocked gap controlled hoop strength layer|
    US20140305532A1|2011-11-15|2014-10-16|National Oilwell Varco Denmark I/S|Unbonded flexible pipe|
    EP2825803B1|2012-03-13|2020-05-27|National Oilwell Varco Denmark I/S|An unbonded flexible pipe with an optical fiber containing layer|SG10201808916XA|2014-09-30|2018-11-29|Flexsteel Pipeline Technologies Inc|Connector for pipes|
    CA3004049C|2015-11-02|2021-06-01|Flexsteel Pipeline Technologies, Inc.|Real time integrity monitoring of on-shore pipes|
    US11208257B2|2016-06-29|2021-12-28|Trinity Bay Equipment Holdings, LLC|Pipe coil skid with side rails and method of use|
    US10753512B1|2019-03-28|2020-08-25|Trinity Bay Equipment Holdings, LLC|System and method for securing fittings to flexible pipe|
    WO2021102318A1|2019-11-22|2021-05-27|Trinity Bay Equipment Holdings, LLC|Reusable pipe fitting systems and methods|
    US11242948B2|2019-11-22|2022-02-08|Trinity Bay Equipment Holdings, LLC|Potted pipe fitting systems and methods|
    US10822194B1|2019-12-19|2020-11-03|Trinity Bay Equipment Holdings, LLC|Expandable coil deployment system for drum assembly and method of using same|
    法律状态:
    2018-03-28| PLFP| Fee payment|Year of fee payment: 2 |
    2018-10-05| PLSC| Search report ready|Effective date: 20181005 |
    2020-03-26| PLFP| Fee payment|Year of fee payment: 4 |
    2021-03-23| PLFP| Fee payment|Year of fee payment: 5 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1752748|2017-03-31|
    FR1752748A|FR3064711B1|2017-03-31|2017-03-31|FLEXIBLE DRIVING WITH METAL ARMOR NAPES AND COMPOSITE ARMOR NAPES|FR1752748A| FR3064711B1|2017-03-31|2017-03-31|FLEXIBLE DRIVING WITH METAL ARMOR NAPES AND COMPOSITE ARMOR NAPES|
    EP18709605.2A| EP3601862A1|2017-03-31|2018-03-13|Flexible pipe with layers of metal armour and layers of composite armour|
    US16/498,048| US11047512B2|2017-03-31|2018-03-13|Flexible pipe with layers of metal armour and layers of composite armour|
    PCT/EP2018/056143| WO2018177735A1|2017-03-31|2018-03-13|Flexible pipe with layers of metal armour and layers of composite armour|
    BR112019020051A| BR112019020051A2|2017-03-31|2018-03-13|flexible tube with layers of metallic shields and with layers of composite shields|
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