• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The method comprises the following steps: - providing an underwater foundation (14) disposed on the bottom (16) of a body of water (12); - laying the section of a pipe (18) and an in-line structure (20) on the foundation (14) leaving the pipe section free to move on the foundation (14); The method then comprises the following step: - establishment of at least one guide (21) on the foundation (14) on either side of the pipe section; - Blocking the guide (21) on the foundation to wedge laterally the pipe section relative to the foundation (14), while allowing a longitudinal displacement of the pipe section relative to the guide (21).
    公开号:FR3029945A1
    申请号:FR1462498
    申请日:2014-12-16
    公开日:2016-06-17
    发明作者:Sylvain Routeau
    申请人:Technip France SAS；
    IPC主号:
    专利说明:

    [0001] TECHNICAL FIELD The present invention relates to a method of setting up an underwater installation comprising at least one at least one in-line structure. integral with a pipe section, the method comprising the following steps: - providing an underwater foundation disposed on the bottom of a body of water; - Laying the pipe section and the structure in line on the foundation by allowing the pipe section and / or the line structure to orient freely on the foundation.
    [0002] This method is intended for the establishment of facilities including in particular a fluid transport pipe and an in-line structure deployed along the pipe. In-line structures are structures or equipment that are attached to or connected to at least one pipe section to form a unitary assembly that is installed together by a laying ship. The line structure is most often connected to the pipe on the laying ship and is then deposited online as the pipe is installed. The fluid transport pipe is preferably a rigid pipe made from a metal pipe assembly and is intended for the underwater exploitation of hydrocarbons. In subsea installations, it is known to deploy, along the pipe, on-line structures including connection or flow control functions, such as valves, well heads, T-connections, etc. . These online structures are, for example, "pipeline end termination" or "FLE", "line terminal assembly" or "FTA", inline tee or "ILT" "Inline tee assembly" or "ITA"). Online structures are sometimes bulky and heavy. Moreover, in some cases, the floors on which the installation is deposited are loose and unstable. To ensure proper positioning of the installation, it is then necessary to pre-lay a foundation on the bottom of the body of water, then to deposit the structure in line, and the pipe sections connected to the structure in line on the foundation by a conventional laying technique, for example J or S or by the so-called rigid unrolled technique, well known to those skilled in the art. In the case of a rigid pipe, positioning the structure in line on the foundation can be tedious. It is indeed necessary to target the foundation during the 3029945 2 descent of the structure in line to ensure that the structure in line rests on the foundation. The in-line structure, and rigid pipe sections connected to the in-line structure can then be laid without guidance, being free to move.
    [0003] In addition, uncontrolled movements of the in-line structure may occur during field operation, due to thermal stresses applied to the pipe, which may move it away from the foundation. Such a solution is often difficult to achieve in practice or creates additional costs for the installation project. Indeed, such an implementation then requires 10 to increase the size of the foundation to overcome the vagaries of implementation. To overcome this problem, permanent guides are installed on the foundation, before the arrangement of the rigid pipe and the structure in line on it. These guides define a positioning axis of the rigid pipe on the foundation. Such a solution is not entirely satisfactory, since it requires the very precise alignment of the pipe with the positioning pin during the laying of the structure, in order to insert the pipe section (s) in the guides. This greatly complicates the laying operations. In addition, the installation can cause new constraints that apply to the pipe sections, creating for example twists that may be detrimental to the life of the pipe. An object of the invention is therefore to obtain a method of setting up an underwater installation which provides good support for the installation, even in loose soil, and which remains nevertheless simple to implement. For this purpose, the subject of the invention is a method of the aforementioned type comprising the following steps: placing at least one guide on the foundation on either side of the pipe section; - Blocking the guide on the foundation to wedge laterally the pipe section relative to the foundation, while allowing a longitudinal movement of the pipe section relative to the guide. According to particular embodiments, the method according to the invention comprises one or more of the following characteristics, taken in isolation or in any technically possible combination: the step of setting up the guide includes the provision of a first lateral abutment of a first side of the pipe section and the disposition of a second lateral abutment of a second side of the pipe section, the pipe section being wedged laterally between the first lateral abutment and the second side abutment; lateral stop. - The locking step of the guide comprises the locking in position of the first lateral abutment and the second lateral abutment relative to the foundation. The step of placing the guide comprises the setting of at least one intermediate abutment disposed between the first lateral abutment and the second lateral abutment on an upper bearing surface connected to the pipe section. - The pipe section carries a preferably cylindrical protective cap, the intermediate stop being wedged on the cap. The guide comprises a support mounted on the foundation, each lateral abutment being moved vertically in the support between an upper position for positioning the pipe section and a lower position for setting the pipe section. the local angular configuration of the pipe section with respect to an axis of the foundation after the introduction of the guide corresponds to the local angular configuration of the pipe section before the introduction of the guide. the method comprises, after the step of laying the pipe section on the foundation, the installation of at least one additional guide on the foundation on either side of the pipe section and the blocking of the additional guide for wedging the pipe section relative to the foundation, while permitting longitudinal movement of the pipe section relative to the guide, the additional guide being spaced axially from the guide along the pipe. the on-line structure is supported by the foundation during the step of laying the pipe section on the foundation. the guide comprises a plurality of stops forming a comb.
    [0004] The invention also relates to an underwater installation comprising: an underwater foundation disposed on the bottom of the body of water; at least one pipe section and an in-line structure arranged opposite the underwater foundation; characterized in that the installation comprises at least one guide mounted on the foundation on either side of the pipe section for laterally blocking the pipe section relative to the foundation, while permitting a longitudinal displacement of the pipe section. relative to the guide, the guide being adapted to be put in place after laying the pipe section on the foundation. According to particular embodiments, the installation according to the invention comprises one or more of the following characteristics, taken in isolation or in any technically possible combination: the guide comprises a first lateral abutment disposed of a first side of the pipe section and a second lateral abutment disposed on a second side of the pipe section, the pipe section being wedged laterally between the first lateral abutment and the second lateral abutment. - The guide comprises at least one intermediate abutment wedged between the first lateral abutment and the second lateral abutment on an upper bearing surface connected to the pipe section. - The pipe section carries a preferably cylindrical protective cap, the intermediate stop being wedged on the cap. The guide comprises a support mounted on the foundation, each lateral abutment being movable vertically in the support between an upper position for positioning the pipe section and a lower position for setting the pipe section. - the online structure relies on the foundation. the guide comprises a plurality of stops forming a comb.
    [0005] The invention will be better understood on reading the description which follows, given solely by way of example, and with reference to the appended drawings, in which: FIG. 1 is a diagrammatic side view of a first installation according to the invention during a step of descent of the in-line structure and the rigid pipe 20 on which is mounted the in-line structure; - Figure 2 is a side view of the plant according to the invention, during a step of laying the structure in line and the pipe on a foundation at the bottom of the body of water; - Figure 3 is a front view of the installation during the laying step; FIG. 4 is a top view of the installation, during the laying step; - Figure 5 is a view similar to Figure 3, during a step of setting up a guide; - Figure 6 is a view similar to Figure 4, during the step of setting up a guide; Figure 7 is a perspective view of three-quarter faces of a guide variant for a second installation according to the invention; - Figure 8 is a view similar to Figure 6 of the second installation according to the invention; FIG. 9 is a view similar to FIG. 3 of a third installation according to the invention; and FIG. 10 is a partial perspective view of a fourth installation according to the invention. A first underwater installation according to the invention is illustrated successively by FIGS. 1 to 6.
    [0006] This installation 10 is intended in particular for collecting and conveying a fluid at the bottom of a body of water 12, for example with a view to its ascent to the surface. The fluid is in particular a fluid containing hydrocarbons, such as oil or natural gas. The body of water 12 is for example a sea, an ocean, a lake, or a river. The depth of the water extent 12 to the right of the installation 10 is for example between 5 m and 3000 m and even beyond. The installation 10 comprises a foundation 14, placed on the bottom 16 of the water body 12, at least one fluid transport pipe 18, and advantageously, at least one in-line structure 20 carried by the pipe 18 and intended for to rest on the foundation 14. According to the invention, the installation 10 comprises at least one guide 21, visible for example in Figure 5, adapted to laterally block a pipe section 18 relative to the foundation 14, while permitting a longitudinal displacement of the pipe section in the guide 21.
    [0007] According to the invention, each guide 21 is adapted to be put in place after the supply and laying of the pipe 18 and the structure 20 on the foundation 14. The foundation 14 is intended to carry and stabilize at least one part of the pipe 18, and the in-line structure 20, especially when the bottom 16 of the body of water 12 is unstable and / or loose.
    [0008] The foundation 14 comprises a support plate 22 intended to extend at least partially above the bottom 16 of the body of water 12. It advantageously comprises legs 24 anchored in the bottom 16 of the water extension 12. It comprises here longitudinal beams 26 of support of the in-line structure 20, and transverse cross-members 28 of support sections of the pipe 18.
    [0009] The anchoring legs 24 protrude from the plate 22 into the bottom 16 of the body of water 12. The beams 26 extend here parallel to an axis AA 'of the foundation 14, on both sides. other of this axis A-A '. The sleepers 28 extend perpendicular to the axis A-A ', in the vicinity of the longitudinal ends of the foundation 14.
    [0010] The pipe 18 is a rigid pipe. It is formed of an assembly of metal tubes. The tubes are assembled for example by surface welding, before the pipe 18 is lowered into the body of water 12. The pipe 18 internally defines a fluid circulation passage 29, visible in FIG. 3. In this example the pipe 18 comprises at least a first section 30 protruding longitudinally from a first side of the in-line structure 20, and advantageously at least a second section 32 projecting longitudinally from a second side of the in-line structure 20 to the opposite of the first section 30, at least one of said sections being connected to the in-line structure 20 during laying. According to the invention, the structure 20 may be a terminal structure of pipe or "PLET" (Pipe Line End Termination) that is to say equipment connected to the pipe 18 only on one side by a single section 28 and thus placed in line at the end of pipe.
    [0011] In the example shown in the figures, the structure 20 is connected in line with the pipe 18 via the two sections 30, 32. The first section 30 is intended to bear on a first cross member 28 and the second section 32 is intended to bear on a second cross member 28. The in-line structure 20 is for example selected from a pipeline end termination ("PLE") or "flow line terminal assembly" or "FTA" "), An" inline tee "or" ILT ", or" inline tee assembly "or" ITA ". It comprises, for example, functional elements, such as ducts, flow control members, in particular valves, fluid collectors, terminal equipment, and gas lift connectors. English). An inline structure 20 is not just a pipe section. In the example shown in FIG. 3, the in-line structure 20 comprises a reinforcement 36 carrying the functional elements, bearing feet 38 on the foundation 14, intended to be placed on the beams 26.
    [0012] As illustrated in FIG. 4 and in FIG. 6, the installation 10 comprises at least a first guide 21 intended to guide the first section 30. It may also comprise an additional guide 21 intended to guide the second section 32. The guides 21 are arranged on either side of the foundation 14 in the vicinity of its longitudinal ends.
    [0013] With reference to FIG. 5, each guide 21 comprises a support 50, and a plurality of movable stops, comprising a first lateral stop 52 intended to wedge 3029945 7 a first side of the section 30, 32, and a second lateral stop 54 , in order to wedge a second side of the section 30, 32. In the example shown in FIG. 5, each guide 21 further comprises at least one intermediate stop 56, disposed between the abutments 52, 54 and intended to support on an upper surface of the section 30, 32. The guide 21 more generally comprises a plurality of stops 58 parallel spaced transversely to the axis A-A '. The stops 52 to 58 form a comb, intended to accommodate various transverse positions of the section 30, 32 with respect to the axis A-A '.
    [0014] The distance separating laterally two abutments 52 to 58 adjacent is for example between 20 mm and 80 mm. In this example, the guide 21 further comprises a mechanism 60 for joint displacement of the support 50 and the stops 52 to 58, between a retracted position for positioning the pipe 18, visible in FIG. 4, and an active position of wedging 15 of a section 30, 32, visible in Figure 6. The guide 21 further comprises a mechanism (not shown) for locking in position of each stop 52 to 58. The support 50 extends over the 28, substantially parallel to an upper surface of the cross member 28 on which the section 30, 32, in the active position. The stops 52, 54, 56, 58 are movably mounted in vertical translation in the support 50, between an upper position of introduction of the section 30, 32, and a lower insertion position in the crossbar 28. In the upper position the lower end of the abutment 52 to 58 is disposed above and away from the cross-member 28 at a distance at least greater than the diameter of the section 30, 32. In the lower position, the lower end 52 to 58 is inserted into an orifice in the crosspiece 28. Each stop 52 to 58 is provided with an actuating member 62, capable of being grasped by a plunger or by a remotely operated vehicle 64 ("Remotely Operated Vehicle "or ROV in English). The actuator 62 is for example formed by a loop of rope (or "monkey fist"). The locking mechanism is adapted to block each stop 52 to 58 in its upper position and to be released by a plunger or by the remote control vehicle 64.
    [0015] In the example shown in FIG. 4, the displacement mechanism 60 is able to rotate the support 50 and stops 52 to 58 about a vertical axis by the foundation 14, between the retracted position, wherein the support 50 extends substantially axially with respect to the axis A-A ', and the active position in which the support 50 extends substantially transversely to the axis A-A'. The method of setting up the installation 10 according to the invention will now be described. This method is implemented with the aid of a laying assembly 70, visible in FIG. 1. The laying assembly 70 is disposed on the surface of the body of water. It is preferably floating. It comprises for example conventional laying means J or S.
    [0016] Initially, the foundation 14 is provided and is placed on the bottom 16 of the body of water 12. The legs 24 are fixed in the bottom 16 of the body of water 12. The plate 22 extends advantageously above the bottom 16. The guides 21 are arranged in the retracted position. The stops 52 to 58 occupy their upper position and are held in position by the locking mechanism. The laying assembly 70 progressively descends a first section 30 of the pipe 18. Then, the in-line structure 20 is assembled on the pipe 18 at the surface. The in-line structure 20 is lowered into the body of water 12 by being suspended from a second section 32 of the pipe 18. The sections 30, 32 and the in-line structure 20 are then placed on the foundation 14 with tolerances. very wide positioning. In particular, the sections 30, 32 of line 18 and the line structure 20 are deposited freely on the foundation 14, in the position and the natural orientation that they occupy at the end of their descent. They orient themselves angularly and transversely freely relative to the axis AA 'of the foundation 14. No guide is in place when supporting the sections 30, 32 and / or the in-line structure 20 on the foundation 14. This positioning of the pipe 18 and the in-line structure 20 is therefore simple to achieve from the surface, since it is sufficient to aim a bearing on the foundation 14, without having to obtain a very precise orientation of the sections 30, 32 and / or the in-line structure 20 relative to the axis AA 'of the foundation 14. Then, once the in-line structure 20 and the pipe 18 placed in stable support on the foundation 14, each guide 21 is operated by a plunger or remotely operated vehicle 64 to place it in the active position.
    [0017] As illustrated in FIG. 6, the support 50 is then oriented substantially transversely with respect to the section 30, 32. Then, the first stop 52 located closest to a first side of the section 30, 32 is displaced from its position. upper position to its lower position to wedge the first side of the section 30, 32 in the angular orientation it occupies following the laying of the section 30, 32 on the foundation 14. Similarly, the second stop 54 located the most near a second side of the section 30, 32 is moved from its upper position to its lower position to wedge the second side of the section 30, 32 in the same angular orientation.
    [0018] No displacement or stressing of the section 30, 32 is necessary to wedge laterally in position the section 30, 32, regardless of its angular orientation. This ensures the maintenance of the position of the pipe 18, with a very simple implementation. Advantageously, the local angular configuration of the pipe section 30, 32 with respect to an axis AA 'of the foundation 14 after the introduction of the guide 21 corresponds to the local angular configuration of the pipe section 30, 32 before the implementation. Instead of the guide 21. Moreover, the sections 30, 32 of the pipe remain free to move in translation between the stops 52, 54 to allow a potential adjustment of position and the possible relaxation of pre-existing stresses. Intermediate abutment 56 is also lowered to its lower position, and rests in an intermediate position against the upper surface of section 30, 32. Then, the other abutments 58 are lowered into their lower position. The implementation method is particularly simple to implement, since it does not require precise guidance of the assembly formed by the pipe 18 and the in-line structure 20 on the foundation 14. Nevertheless, the method implementation provides a very effective lateral setting of the sections 30, 32 of the pipe 18 leaving the possibility of axial displacement. In a variant, at least one section 30, 32 is equipped with a protective cap 30 capable of coming into contact with the intermediate stop 56 to protect the outer surface of the pipe 18. In the variant shown in FIGS. 7 and 8 each guide 21 comprises a support 50 in the form of a fork having two parallel fingers 80 respectively carrying a stop 52, 54.
    [0019] The supports 50 are pivotally mounted at least about a vertical axis relative to the foundation 14.
    [0020] 3029945 10 Each guide 21 comprises a locking mechanism in position of the support 50, activatable after the introduction of the section 30, 32. The method of setting up the installation 10 shown in Figure 8 differs from that shown on the Figures 1 to 6 in that the supports 50 are initially retracted. They are then put in place under each section 30, 32, after the laying of the pipe 18 and the structure in line on the foundation 14, to wedge the section 30, 32 in the angular orientation that it occupies, with the stops 52, 54 on either side of the section 30, 32. Then, the supports 50 are angularly locked by the locking mechanism.
    [0021] According to a variant of the invention, the comb is situated in its retracted position inside the foundation 14 so as to project below the plane of the foundation on which the structure 20 comes to rest. According to this variant, the stops 52 to 54 are then pulled upwards by a manually controlled mechanism (plunger) or automatically by a ROV-type controlled machine AUV except for the stops that are blocked in translation by the driving section. 32, 34. Therefore the lateral stops 52 and 54 come into place around the pipe section. In the variant shown in Figure 9, the guide 21 is devoid of support 50. The stops 52 to 58 are initially in a lower position retracted into the foundation 14 for example through the crossbar 28.
    [0022] The pipe 18 is deposited on the foundation 14, as indicated above, allowing it to adopt the desired configuration. Then, a first lateral stop 52 located closest to a first side of each section 30, 32 is raised in a deployed upper position. A second lateral stop 54 located closest to a second side of the section 30, 32 is also raised in a deployed upper position. Each section 30, 32 is then wedged laterally between the lateral abutments 52, 54. In a variant shown in FIG. 10, the movement of the support 50 of the abutments 52 to 54 takes place at a rotation of a quarter of a turn around a horizontal axis 30, between a flattened position visible in Figure 10, in which the stops 52 to 54 are flattened and a vertical projecting position in which at least two stops 52, 54 protrude vertically. Each end of the foundation 14 is advantageously provided with a stop comb 52 to 56. The rotation of 90 ° of the support 50 wedges each respective pipe section 30, 32 between its stops 52, 54. Some stops 56 remain blocked in their horizontal position by a pipe section 30, 32 during rotation.
    权利要求:
    Claims (15)
    [0001]
    CLAIMS 1. A method for setting up an underwater installation (10) comprising at least one in-line structure (20) integral with a pipe section (30, 32), the method comprising the following steps: an underwater foundation (14) disposed on the bottom (16) of a body of water (12); - placing the in-line structure (20) and the pipe section (30, 32) on the foundation (14) leaving the in-line structure (20) and the pipe section (30, 32) freely orienting itself on the foundation (14); characterized in that the method then comprises the following steps: - establishment of at least one guide (21) on the foundation (14) on either side of the pipe section (30, 32); - Blocking the guide (21) on the foundation to wedge laterally the pipe section (30, 32) relative to the foundation (14), while allowing a longitudinal displacement of the pipe section (30, 32) relative to the guide (21).
    [0002]
    2. - Method according to claim 1, wherein the step of placing the guide (21) comprises the provision of a first lateral abutment (52) of a first side of the pipe section (30, 32) and disposing a second lateral abutment (54) on a second side of the pipe section (30, 32), the pipe section (30, 32) being wedged laterally between the first lateral abutment (52) and the second abutment lateral (54).
    [0003]
    3. - Method according to claim 2, wherein the step of locking the guide (21) comprises the locking in position of the first lateral stop (52) and the second lateral stop (54) relative to the foundation (14). ).
    [0004]
    4. - Method according to any one of claims 2 to 3, wherein the step of placing the guide (21) comprises the setting of at least one intermediate stop (56) disposed between the first lateral stop (52). ) and the second lateral stop (54) on an upper support surface connected to the pipe section (30, 32).
    [0005]
    5. - Method according to claim 4, wherein the pipe section (30, 32) carries a protective cap advantageously cylindrical, the intermediate stop (56) being wedged on the cap.
    [0006]
    6. - Method according to any one of claims 2 to 4, wherein the guide (21) comprises a support (50) mounted on the foundation (14), each lateral stop (52, 54) being moved vertically in the support (50) between an upper position of positioning of the pipe section (30, 32) and a lower setting position of the pipe section (30, 32). 3029945 12
    [0007]
    7. - Method according to any one of the preceding claims, wherein the local angular configuration of the pipe section (30, 32) with respect to an axis (A-A ') of the foundation (14) after the establishment of the guide (21) corresponds to the local angular configuration of the pipe section (30, 32) before the introduction of the guide (21). 5
    [0008]
    8. - Method according to any one of the preceding claims, comprising, after the step of laying the pipe section (30, 32) on the foundation (14), the establishment of at least one additional guide (21 ) on the foundation (14) on either side of the pipe section (30, 32) and the locking of the additional guide (21) to wedge the pipe section (30, 32) with respect to the foundation (14) , while permitting a longitudinal displacement of the pipe section (30, 32) relative to the guide (21), the additional guide (21) being spaced axially from the guide (21) along the pipe (18).
    [0009]
    9. - Method according to claim 8, wherein the in-line structure (20) is supported on the foundation (14) during the step of laying the pipe section (30, 32) on the foundation (14). 15
    [0010]
    10. - Underwater installation (10) comprising: - an underwater foundation (14) disposed on the bottom of the body of water; at least one pipe section (30, 32) and an in-line structure (20) arranged opposite the underwater foundation (14); characterized in that the installation (10) comprises at least one guide (21) mounted on the foundation (14) on either side of the pipe section (30, 32) for laterally blocking the pipe section (30). , 32) relative to the foundation (14), while allowing a longitudinal displacement of the pipe section (30, 32) relative to the guide (21), the guide (21) being adapted to be put in place after installation pipe section (30, 32) on the foundation (14). 25
    [0011]
    11. - Installation (10) according to claim 10, wherein the guide (21) comprises a first lateral stop (52) disposed on one side of the pipe section (30, 32) and a second lateral stop (54). disposed on a second side of the pipe section (30, 32), the pipe section (30, 32) being wedged laterally between the first lateral abutment (52) and the second lateral abutment (54). 30
    [0012]
    12. - Installation (10) according to claim 11, wherein the guide (21) comprises at least one intermediate stop (56) wedged between the first lateral stop (52) and the second lateral stop (54) on an upper surface of support related to the driving section (30, 32).
    [0013]
    13. - Installation (10) according to claim 12, wherein the pipe section (30, 32) carries an advantageously cylindrical protective cap, the intermediate stop (56) being wedged on the cap. 3029945 13
    [0014]
    14. - Installation (10) according to any one of claims 11 to 13, wherein the guide (21) comprises a support (50) mounted on the foundation (14), each lateral stop (52, 54) being movable vertically. in the support (50) between an upper position of positioning of the pipe section (30, 32) and a lower setting position of the pipe section (30, 32).
    [0015]
    15.- Installation (10) according to any one of claims 10 to 14, wherein the in-line structure (20) is supported on the foundation (14). 10
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    同族专利:
    公开号 | 公开日
    WO2016096994A1|2016-06-23|
    EP3234263A1|2017-10-25|
    US10295082B2|2019-05-21|
    FR3029945B1|2017-01-13|
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    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US20120263541A1|2011-04-15|2012-10-18|Per Lillejordet|Subsea structure for pipe assemblies|
    FR3003622A1|2013-03-21|2014-09-26|Technip France|SUBMARINE SUPPORT DEVICE AND INSTALLATION METHOD FOR INITIATING THE SIDE BOUNCING OF A RIGID CONDUIT|CN109973717A|2019-05-20|2019-07-05|李联辉|A kind of tap water conveyance conduit laying apparatus|
    WO2020254333A1|2019-06-17|2020-12-24|Subsea7 Norway As|Subsea foundations|US3713275A|1972-01-13|1973-01-30|Brown & Root|Pipeline bundle laying operations|
    US5518340A|1993-04-29|1996-05-21|Sonsub International Management, Inc.|Pipe support frame|
    US6004072A|1997-09-10|1999-12-21|Fmc Corporation|Self-orienting subsea flowline tapping arrangement|
    US6290432B1|1999-04-06|2001-09-18|Williams Field Services Gulf Coast Company, L.P.|Diverless subsea hot tap system|
    US6290431B1|1999-04-06|2001-09-18|Williams Field Services Gulf Coast Company, L.P.|Diverless subsea hot tap system with lateral pipe tie-in|
    ITMI20040300A1|2004-02-23|2004-05-20|Saipem Energy Internat S P A|METHOD FOR THE IGNITION AND CONTROL OF THE LATERAL INSTABILITY OF SUBMARINE DUCTS|
    NO321979B1|2004-06-30|2006-07-31|Vetco Aibel As|A pipeline coupling frame, a coupling device comprising such a pipeline coupling frame, and a pipeline termination|
    GB0711930D0|2007-06-20|2007-08-01|Acergy France Sa|Pipeline connection apparatus and method|
    GB2478548B|2010-03-09|2015-11-25|Acergy France SAS|Apparatus and method for installing a pipeline structure at sea|
    US8449221B1|2010-08-30|2013-05-28|Trendsetter Engineering, Inc.|Method and apparatus for repairing a damaged section of a subsea pipeline|
    US8425154B1|2010-08-30|2013-04-23|Trendsetter Engineering, Inc.|System and method for repairing and extended length of a subsea pipeline|
    EP2722571B1|2012-10-16|2016-05-11|Vetco Gray Scandinavia AS|Pipeline termination skid|
    GB2515506B|2013-06-25|2015-11-25|Acergy France SAS|Foundations for subsea pipeline accessories|GB2572163B|2018-03-20|2021-01-06|Equinor Energy As|Subsea hydrocarbon production system|
    GB2585375B|2019-07-04|2022-02-09|Subsea 7 Ltd|Sliding subsea foundation mat|
    法律状态:
    2015-12-22| PLFP| Fee payment|Year of fee payment: 2 |
    2016-06-17| PLSC| Publication of the preliminary search report|Effective date: 20160617 |
    2016-12-20| PLFP| Fee payment|Year of fee payment: 3 |
    2017-12-21| PLFP| Fee payment|Year of fee payment: 4 |
    2019-12-20| PLFP| Fee payment|Year of fee payment: 6 |
    2020-12-18| PLFP| Fee payment|Year of fee payment: 7 |
    2021-12-28| PLFP| Fee payment|Year of fee payment: 8 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1462498A|FR3029945B1|2014-12-16|2014-12-16|METHOD FOR ESTABLISHING AN UNDERWATER INSTALLATION COMPRISING AT LEAST ONE DRIVING STRING AND ASSOCIATED INSTALLATION|FR1462498A| FR3029945B1|2014-12-16|2014-12-16|METHOD FOR ESTABLISHING AN UNDERWATER INSTALLATION COMPRISING AT LEAST ONE DRIVING STRING AND ASSOCIATED INSTALLATION|
    EP15817794.9A| EP3234263B1|2014-12-16|2015-12-16|Method for mounting an undersea installation comprising at least one section of pipe, and associated installation|
    US15/536,164| US10295082B2|2014-12-16|2015-12-16|Method for mounting an undersea installation comprising at least one section of pipe, and associated installation|
    PCT/EP2015/080007| WO2016096994A1|2014-12-16|2015-12-16|Method for mounting an undersea installation comprising at least one section of pipe, and associated installation|
    BR112017012942A| BR112017012942A2|2014-12-16|2015-12-16|“Method of establishing an underwater installation and underwater installation|
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