Abstract:
A reelable connection between facing ends of opposed pipe-in-pipe sections in which an end wall connects inner and outer pipes of each section to seal an end of an annular space defined between those pipes is disclosed. In each section, the inner pipe protrudes beyond the end wall and the outer pipe and is joined to an inner pipe of the opposed section, leaving opposed ends of the outer pipes of those sections spaced from each other. An insert positioned between the opposed ends of the outer pipes maintains the outer pipe diameter from one section to the other section across the connection.

Description:
This Application is the U.S. National Phase of International Application Number PCT/GB2013/050167 filed on Jan. 25, 2013, which claims priority to Great Britain Patent Application No. 1201243.1 filed on Jan. 25, 2012. 
     BACKGROUND OF THE INVENTION 
     (1) Field of the Invention 
     This invention relates to pipe-in-pipe or ‘PiP’ structures suitable for subsea applications. 
     PiP structures are used, for example, in the offshore oil and gas industry as flowlines to transport hydrocarbons across the seabed and from the seabed toward the surface. They may also be used as flowlines to transport other fluids such as hot water. 
     PiP structures comprise an inner pipe and an outer pipe in concentric relation, spaced from each other along most of their length to define an annulus between them. They provide a high degree of thermal insulation because the annulus typically contains an insulating material and/or is evacuated to restrict heat transfer between the inner pipe and the outer pipe. They also enhance mechanical strength and leak protection by virtue of their double-walled construction. 
     The most common purpose of insulation in a subsea PiP structure is to retain heat in hydrocarbons or other hot fluids flowing within the inner pipe serving as the flowline, by resisting heat transfer from those fluids to the much colder water surrounding the outer pipe. However, subsea cryogenic pipelines are also known for the transportation of liquefied gases such as LNG; in that case, PiP structures may be used to resist heat transfer from the water surrounding the outer pipe to the fluid flowing at very low temperatures within the inner pipe. 
     PiP structures are known to be suitable for offshore fabrication on, and laying from, a pipelaying vessel using J-lay or S-lay techniques, the latter including Steep S-lay. In those techniques, PiP sections or ‘pipe joints’ are welded successively at field joints to an upper end of a pipe string extending from a hang-off structure of the vessel toward the seabed. The welds are tested and the field joints are coated before each section of the pipe string is lowered into the sea. The repetitive welding, testing and coating operations lie on the critical path and so influence the laying rate. 
     (2) Description of Related Art 
     WO 2008/053251 to Acergy discloses PiP sections suitable for onshore prefabrication and explains how they may be used in J-lay operations as an example. Each PiP section comprises an inner pipe section that protrudes at each end from a shorter outer pipe section, with the inset ends of the outer pipe section being swaged conically toward and welded to the inner pipe section to close the annulus. This leaves ends of the inner pipe section protruding from the outer pipe section. Once closed, the annulus can be evacuated during the prefabrication process, removing that operation from the critical path during subsequent offshore operations. 
     U.S. Pat. No. 6,446,321 to ITP is referenced in WO 2008/053251 as an example of a swaging technique. 
     When one of the PiP sections of WO 2008/053251 is to be added to the pipe string on a pipelaying vessel, protruding ends of abutting inner pipe sections are butt-welded together to form a field joint in the flowline. Once the weld is tested, an insulating and protective sleeve is slid along an outer pipe section into alignment with the field joint to be fixed to the outside of the outer pipe sections around the field joint. Finally, the void around the field joint between the sleeve, the protruding ends of the inner pipe sections and the swaged ends of the outer pipe sections is filled with a resin. 
     In contrast to J-lay or S-lay techniques, reel-lay operations involve winding or spooling a continuous pipe of welded elements onto a reel carried by a pipelaying vessel, to be unwound or unspooled and straightened during pipelaying at sea. Fabrication and winding of the pipe typically takes place at a spoolbase that the vessel visits when necessary for loading. 
     At the spoolbase, multiple standard pipe joints are welded together to form very long stalks, which may for example be 750 m or more in length. Efficiently, stalks can be assembled and stored while a pipelaying vessel is away from the spoolbase on pipelaying operations. When a pipelaying vessel visits the spoolbase to be loaded, the stalks are welded together successively end-to-end to create a continuous length of pipe as the pipe is being wound onto the reel of the vessel. 
     Known swaged PiP connection arrangements disclosed in WO 2008/053251 and U.S. Pat. No. 6,446,321 are not suitable for reel-lay operations because the sleeve protruding radially from the outer pipe creates a significant over-thickness that precludes reeling after welding. This denies the advantages of swaged PiP solutions to reel-lay applications. 
     GB 2453438 relates to thermal insulation of a screw-threaded junction between PiP sections. GB 2191842 discloses an end wall arrangement for PiP sections that also involves screw threads. No concern for reelability is apparent in either document. 
     WO 2009/085051 discloses a coupling system but this is for lined pipe sections rather than for PiP sections. 
     There remains a need for a reelable PiP solution with a pressure-tight barrier that allows a simple fabrication process while maintaining thermal insulation based on a reduced pressure within the annulus. Such a durable, easy-to-fabricate and reelable leak-tight solution did not exist before the present invention. 
     It is against this background that the present invention has been devised. 
     BRIEF SUMMARY OF THE INVENTION 
     In a broad sense, the invention resides in a reelable connection between facing ends of opposed pipe sections, each pipe section being of pipe-in-pipe construction comprising an inner pipe disposed within, and extending longitudinally along, an outer pipe that defines an outer pipe diameter; wherein:
         an end wall connects the inner and outer pipes of each pipe section to seal an end of an annular space defined between those pipes;   the inner pipe of each pipe section protrudes longitudinally beyond the end wall and the outer pipe of that pipe section and is joined to an inner pipe of the opposed pipe section, leaving opposed ends of the outer pipes of the pipe sections spaced longitudinally from each other; and   a substantially flush insert disposed between the opposed ends of the outer pipes maintains the outer pipe diameter from one pipe section to the other pipe section across the connection.       

     The insert is preferably a tubular shell spaced outside the inner pipe leaving a void between the shell and the inner pipe that is filled with an insulating material such as resin. 
     The end wall of each pipe section may be integral with the outer pipe, for example by being swaged toward the inner pipe, and is advantageously welded to the inner pipe by a full-penetration weld. Alternatively, the end wall may be defined by a bulkhead component attached to the outer pipe and the inner pipe. In an example to be described, the end wall is integral with a ring portion of the bulkhead component that shares the outer pipe diameter and lies between the outer pipe and the insert. 
     To reduce thermal bridging, the end wall is preferably inclined in longitudinal section relative to a longitudinal axis of the outer pipe, for example by flaring away frusto-conically from the inner pipe to the outer pipe moving away from the opposed pipe section. 
     In examples to be described, the end wall lies beyond the outer pipe and an outer end of the end wall suitably coincides with an end of the outer pipe; the end wall preferably also extends from within the insert at the inner pipe to outside the insert at the outer pipe. In those examples, the end walls of the pipe sections lie between the insert and the outer pipes of the pipe sections at the outer pipe diameter. 
     For strength and for ease of assembly, the end walls of the pipe sections advantageously support the insert in a substantially flush position with respect to the outer pipe diameter of the opposed pipe sections. 
     At the outer pipe diameter, ends of the insert are suitably spaced from the end walls or from the outer pipes of the opposed pipe sections to define weld gaps. Those weld gaps are preferably used to weld the insert to the end walls or to the outer pipes by fillet welds. 
     The inventive concept embraces a reelable, reeled or reel-laid pipeline or a reelable pipe stalk comprising two or more pipe sections of PiP construction joined by at least one connection of the invention. For example, the pipe sections may be pipe stalks having end walls at each end and otherwise comprising PiP pipe joints joined in conventional manner. In that case, a continuous annular space may extend between neighbouring pipe joints of the pipe stalks. 
     The inventive concept also embraces a pipeline after unreeling, the pipeline comprising two or more pipe sections of PiP construction joined by at least one connection of the invention, and further comprising at least one insulating sleeve around the connection. Such a sleeve is preferably longer than the insert so that ends of the sleeve overlap ends of the insert and overlie the outer pipes of the opposed pipe sections. Moreover, to reduce heat transmission, intersections between the end walls and the outer pipes of the opposed pipe sections advantageously lie within the sleeve. 
     The invention may also be expressed as a corresponding method of reeling a pipe comprising pipe sections of pipe-in-pipe construction, each pipe section comprising an inner pipe disposed within an outer pipe that defines an outer pipe diameter and connected to the outer pipe by an end wall that seals an annular space defined between those pipes. That method comprises making a connection between pipe sections by: joining the inner pipe of each pipe section to an inner pipe of an adjoining pipe section while leaving opposed facing ends of the outer pipes of those pipe sections spaced longitudinally from each other; positioning an insert to lie substantially flush between the opposed facing ends of the outer pipes to maintain the outer pipe diameter from one pipe section to the other pipe section across the connection; and subsequently winding the pipe sections joined by the connection onto a reel. 
     A void between the insert and the inner pipe is suitably filled with an insulating material before winding the pipe sections joined by the connection onto the reel. 
     The method may also include subsequently unwinding the pipe sections joined by the connection from the reel and straightening the unwound pipe sections, and preferably also fixing at least one insulating sleeve around the connection after straightening. 
     The method of the invention may involve drawing down pressure in the annular space of at least one pipe section before joining that pipe section to another pipe section, or alternatively at some later stage before laying the pipe, after reeling the pipe. 
     The end walls defined by swaging or attaching bulkhead components may be provided at ends of each pipe stalk after the pipe stalk has been fabricated from a plurality of pipe joints. 
     Inventive content also resides in using the end walls to support the insert in a flush position, which may be expressed as a method of fabricating a reelable pipe from pipe sections of pipe-in-pipe construction, each pipe section comprising an inner pipe disposed within an outer pipe and connected to the outer pipe by an end wall that seals an annular space defined between those pipes, the method comprising joining the inner pipe of each pipe section to an inner pipe of an adjoining pipe section, leaving opposed facing ends of the outer pipes of those pipe sections spaced longitudinally from each other; and supporting an insert on the end walls of those pipe sections to lie substantially flush between the opposed facing ends of the outer pipes to maintain the outer pipe diameter from one pipe section to the other pipe section. 
     The insert is conveniently assembled from pieces such as half-shells that are attached to each other while they are supported on the end walls. The insert may then be welded to the end walls and/or to the outer pipes using simple fillet welds. 
     The invention provides compartmented PiP stalks that can be prepared partly in advance with the annulus drawn down to reduced pressure in an onshore yard such as a spoolbase, off the critical path of the pipelaying vessel. The PiP stalks are then welded together end-to-end as the vessel is in station at the spoolbase, with circumferential girth welds between inner pipe sections being used to extend the flowline. A combination of girth welds and longitudinal welds are used to fabricate and attach a shell around the weld in the flowline in alignment with the outer diameter (OD) of the outer pipe. Opposed half shells of semi-circular cross-section are suitably brought together and welded into the required position between the two closed ends of the outer pipe. 
     Whilst reel-lay requires substantially flush connections where pipe joints and pipe stalks are welded together, connection time is less critical than for J-lay or S-lay techniques, which involve offshore fabrication. As noted above, most connection operations between pipe joints can be performed at the spoolbase to form stalks while a pipelaying vessel is away on operations. PiP joints, in particular, can be welded together by sliding the outer pipe section over the inner pipe section after the inner pipe connection has been performed. The outer pipe connection is then made. There is time to perform these two welds per connection onshore while fabricating stalks, without affecting the availability of the pipelaying vessel. Relatively few stalk-to-stalk connections are required while the pipelaying vessel is at the spoolbase being loaded. 
     The connection is completed by encasing the weld in the flowline with a resin or other insulating filler material that fills the annular void around the weld between the shell, the protruding ends of the inner pipe sections and the ends of the outer pipe sections. An epoxy resin or other filler material such as polyurethane may be used. On completion of the connection in this way, the pipe stalk is wound onto the reel of the pipelaying vessel and the process is repeated for subsequent PiP stalks as necessary. 
     In preferred aspects, the invention dissociates the functions of the sliding sleeve of the prior art so as to address separately its mechanical function and its thermal insulation function. Mechanical continuity is achieved by welding a thin and substantially flush—and thus reelable—shell between opposed spaced ends of the outer pipe sections. Thermal continuity is achieved by adding an external insulating sleeve after the pipe is unwound from a reel on the pipelaying vessel and straightened ready to be launched into the sea. 
    
    
     
       BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS 
       In order that this invention may be more readily understood, reference will now be made, by way of example, to the accompanying drawings in which: 
         FIG. 1  is a perspective view of a PiP connection arrangement in accordance with the invention, partially disassembled; 
         FIG. 2  is a cross-sectional view on line  11 - 11  of  FIG. 1 ; 
         FIG. 3  is an enlarged detail perspective view of the PiP connection arrangement of  FIG. 1 , also sectioned on line  11 - 11 ; 
         FIG. 4  is a longitudinally-sectioned side view of the PiP connection arrangement of  FIG. 1 , fully assembled; 
         FIG. 5  is an enlarged view of detail V in  FIG. 4 ; 
         FIG. 6  is a schematic plan view of a spoolbase in which pipe joints are assembled into stalks in accordance with the invention, the stalks are assembled into a continuous pipe and the pipe is wound onto a reel of a pipelaying vessel; 
         FIG. 7  is a schematic side view of the pipelaying vessel shown in  FIG. 6  having now departed the spoolbase and in the process of laying pipe fitted with an insulating sleeve around the PiP connection arrangement shown in  FIG. 4 ; and 
         FIG. 8  is a longitudinally-sectioned side view of the PiP connection arrangement corresponding to  FIG. 4 , but showing the additional insulating sleeve seen in  FIG. 7 . 
     
    
    
     DETAILED DESCRIPTION OF THE INVENTION 
     Referring firstly to  FIGS. 1 to 5  of the drawings, a connection  10  is made between abutting ends of PiP stalks  12 . Each stalk  12  comprises an inner pipe  14  and an outer pipe  16  in concentric relation, spaced from each other along most of their length to define an annulus  18  between them. 
     In general, as will be explained later with reference to  FIG. 6 , the stalks  12  will be fabricated some time before they are welded to each other for reeling. During fabrication, opposed ends of the annulus  18  extending along the stalk  12  are closed and sealed by end walls  20  that bridge the gap between the outer pipe  16  and the inner pipe  14 . 
     The solid, non-porous end walls  20  have three primary functions. Firstly, they are bulkheads providing a water stop seal in the event that the outer pipe  16  is ever breached and the annulus  18  floods with sea water. Secondly, they are leak-tight pressure barriers that allow the annulus  18  to be drawn down to a partial vacuum and for reduced pressure to be maintained in the annulus  18  throughout the service life of the pipeline. Thirdly, they are mechanical connections that have the principal responsibility for transmitting stresses between the inner and outer pipes  14 ,  16 . 
     In this example, each end wall  20  is integral with the outer pipe  16  and is inclined or tapered inwardly toward the adjacent end of the stalk  12  in longitudinal sectional view, having been formed by swaging the outer pipe  16  conically toward the inner pipe  14 . Thus, the end wall  20  starts at the circumferential swage line  22  where the outer diameter (OD) of the outer pipe  16  begins to reduce. The swage line  22  may be regarded as an intersection, step, discontinuity or junction between the outer pipe  16  and the end wall  20 . Swaging may, for example, be performed using the techniques described in U.S. Pat. No. 6,446,321 and WO 2008/053251. 
     Swaging of the outer pipe  16  to create the end wall  20  may be performed after sleeving the outer pipe  16  onto the inner pipe  14 —that is, when the outer pipe  16  is already around the inner pipe  14 —or it may be performed on the outer pipe  16  alone, before the outer pipe  16  is sleeved onto the inner pipe  14 . The inner edge of the end wall  20  at the longitudinal extremity of the outer pipe  16  is welded to the inner pipe  14  to seal the annulus  18 , using a continuous circumferential full-penetration weld  24  as best seen in the enlarged detail view of  FIG. 5 . A gap of, say, 3 mm is suitably left between the end wall  20  and the inner pipe  14  to facilitate welding. 
     In each stalk  12 , the outer pipe  16  is shorter than the inner pipe  14  such that an end of the inner pipe  14  protrudes beyond the weld  24  that joins the end wall  20  to the inner pipe  14 . Thus, the weld  24  between the end wall  20  and the inner pipe  14  is inset from the end of the inner pipe  14 . The protruding facing ends of the inner pipes  14  align and abut and are welded together by a circumferential butt weld  26  to extend the flowline, as best appreciated with reference to  FIG. 4 . 
     As can be seen in  FIG. 1 , the structure at this stage defines a circumferential recess that is longitudinally symmetrical about the butt weld  26  between the inner pipes  14  of the abutting stalks  12 . Moving longitudinally in opposite directions away from the butt weld  26 , the base of the recess is an exposed portion of the inner pipes  14  and the ends or sides of the recess are the opposed frusto-conical end walls  20  that flare out to the swage lines  22  where they reach the OD of the outer pipes  16 . 
       FIGS. 1 and 2  also show a tubular shell  28  being assembled around, and spaced from, the exposed inner pipes  14  to enclose the recess as a void. The shell  28  comprises two or more parts. In this example, the parts are opposed half-shells  28 A,  288  each of semi-circular cross-section as best seen in  FIG. 2 , such that the shell  28 , when assembled, is of circular cross-section and is of constant diameter along its length. Each half-shell  28 A,  288  has curved end edges  30  and straight parallel side edges  32 , all of which are suitably bevelled to facilitate welding. 
     The enlarged detail view of  FIG. 3  best shows that one of the half-shells  288  has parallel flanges  34  of flat steel bar on its inner surface, extending along opposite side edges  32 . On assembly of the shell  28 , the flanges  34  are embraced by opposite side edges  32  of the opposed half-shell  28 A to align the half-shells  28 A,  288 . Longitudinal seam welds along the aligned side edges  32  of the opposed half-shells  28 A,  288  then fix together the half-shells  28 A,  288  to form the shell  28 . It is preferred that the half-shells  28 A,  288  are oriented with the respect to the assembled pipe such that the seam welds extend along the neutral axis when the pipe is bent for reeling. 
     The OD of the shell  28  corresponds to the OD of the outer pipe  16  so that the assembled pipe has a continuous outer surface of substantially uniform diameter to facilitate reeling. Of course, some tolerance is allowable in this respect and the design tolerance in this instance may be ±1 mm for example; it could be greater. Also, the wall thickness of the shell  28  is substantially the same as the wall thickness of the outer pipe  16  to emulate the mechanical properties of the outer pipe  16 . This minimises discontinuity between adjacent stalks  12  of the pipe that may otherwise be problematic on deforming the pipe when the pipe is wound onto a reel and subsequently unwound from the reel and straightened. 
     The length of the shell  28  parallel to the longitudinal axis of the pipe is slightly less than the longitudinal spacing between the swage lines  22  at the junctions between the outer pipes  16  and the associated end walls  20 . The resulting gaps  36  at each end of the shell  28  between the ends of the shell  28  and the outer pipes  16  are apparent in  FIGS. 1 and 3 . 
     As best shown in  FIG. 5 , the gaps  36  extend longitudinally to a sufficient extent that inner end edges  38  of the shell  28  can rest on the inclined end walls  20  while allowing the OD and thickness of the shell  28  to match the OD and thickness of the outer pipe  16 . The gaps  36  also accommodate circumferential fillet welds  40  by which the shell  28  is attached at its ends to the end walls  20  adjacent the swage lines  22  at their junctions with the outer pipes  16 . 
     The seam welds (not shown) and fillet welds  40  that assemble and affix the shell  28  are simple and quick to perform. Those welds are not critical to the leak-tightness of the annuli  18  or of the flowline defined by the inner pipes  14 . 
     Once the shell  28  is complete, additional strength and thermal inertia is provided by using a resin  42  or other filler material to fill the annular void around the protruding abutting ends of the inner pipes  14  under the shell  28 , between the end walls  20  of the outer pipes  16 . Epoxy, PU or other filler material may be selected in accordance with the requirements of a project. The resin  42  can be injected through one or more small holes in the shell  28  that may be plugged after use. Once the resin  42  is cured, the connection  10  is then ready for reeling as part of the assembled pipe. 
     To put the above processes into context,  FIG. 6  illustrates the general arrangement of a spoolbase  44  in which, moving from right to left as shown:
         pipe sections or pipe joints  46  are added to storage stacks;   the pipe joints  46  are taken from the storage stacks and welded together using well-known techniques to form PiP stalks  12  at welding, testing and coating stations shown collectively at  48 ;   successive PiP stalks  12  are swaged and welded at their opposed ends by respective swaging and welding stations  50 ;   air pressure in the annulus  18  of each swaged and welded PiP stalk  12  is drawn down by a pumping station  52 , and a group of such stalks  12  is stored after their annuli  18  have been evacuated in this way; and   when a pipelaying vessel  54  visits the spoolbase  44  to be loaded, evacuated PiP stalks  12  are moved successively from storage onto a firing line  56  at which the stalks  12  are added to the pipe  58  being wound onto the reel  60  of the vessel  54 .       

     The firing line  56  includes a welding station  62  at which the inner pipes  14  of successive pipe stalks  12  are joined together and then the shell  28  is assembled and welded in place as described above. Downstream of the welding station  62 , a further station  64  fills the void under the shell  28  with resin  42 . Once the resin  42  has cured, the pipe  58  is wound onto the reel  60  and the process is repeated for the next PiP stalk  12 . 
     Moving on now to  FIG. 7 , this shows the pipelaying vessel  54  during a subsequent installation operation offshore. This drawing shows a lay ramp  66  at the stern of the vessel  54  where, conventionally, pipe  58  unwound from the reel  60  is straightened by a straightener  68  before passing through a tensioner  70  that supports the weight of the pipe string hanging between the vessel  54  and the seabed (not shown). At an insulating station  72  below the tensioner  70 , an insulating sleeve or jacket  74  is fixed over the connection  10  to provide thermal insulation before the pipe  58  leaves the lay ramp  66  and is launched into the sea, carrying the sleeve  74  underwater with it. 
       FIG. 8  shows the sleeve  74  around the connection  10  in more detail. The sleeve  74  is typically made of syntactic plastics and suitably comprises half-sleeves of semi-circular cross-section that are brought together in opposition around the shell  28  of the connection  10 . There, they may be held together with clips or circumferential straps, not shown. As  FIG. 8  makes clear, the sleeve  74  is longer than the shell  28  of the connection  10  and is centred longitudinally on the shell  28  so that ends of the sleeve  74  overlap ends of the shell  28  to overlie the outer pipes  16  of abutting pipe stalks  12 . 
     The insulating sleeve  74  adds to the thermal inertia provided by the resin  42  or other filler material encasing the weld  26  in the inner pipes  14  that constitute the flowline. Where the PiP installation carries hot production fluids, this thermal inertia helps to meet criteria for cooldown time, which assures flow and avoids re-start problems by resisting hydrate formation or wax deposition during shutdowns. 
     It will be appreciated that in a PiP system that insulates the inner pipe  14  from the outer pipe  16 , the end wall  20  extending between the inner pipe  14  and the outer pipe  16  is inevitably a thermal bridge that will tend to circumvent the insulation. In this respect, the taper of the end wall  20  is advantageous for the following reason. For a given thickness of resin  42  in the void between the inner pipe  14  and the shell  28 —which thickness is largely determined by the spacing between the inner and outer pipes  14 ,  16 —an end wall  20  inclined relative to the longitudinal axis of the pipe presents a much longer thermal transfer path than an end wall  20  that simply extends radially. 
     It will also be noted from  FIG. 8  that the insulating sleeve  74  considerably overlaps the swage line  22  where the end wall  20  intersects with the OD of the outer pipe  16 . This further lengthens the heat transfer path from hot production fluids to the cold surrounding water, through the inner pipe  14 , through the end wall  20  and through the length of the outer pipe  16  that is insulated by the overlap of the sleeve  74 . 
     The solution of the invention as described above provides true leak-tightness whilst reelability is ensured. Extensive testing and FEA calculations confirm that mechanical stresses and strains in the swaged ends remain acceptable during the reeling and straightening processes. 
     Many variations are possible within the inventive concept. For example the connection arrangement of the present invention may not necessarily be used only at the end of each stalk to allow each compartment of the PiP annulus to be drawn down to reduced pressure. Specifically, depending on design requirements, a similar arrangement may be confined only to the extremities of a PiP system if intermediate water stop or pressure reduction is not required along the length of the system. Conversely, if it is desired to sub-divide the PiP annulus of a pipe stalk into smaller compartments, it would be possible to use similar connections between some or all of the pipe joints (which expression includes multiple pipe joints such as double or quad pipe joints) that make up the pipe stalk. 
     Thus, the invention provides a reelable PiP solution that can be used in existing pipe fabrication facilities. It provides a durable pressure barrier to prevent water ingress and to maintain reduced pressure in the PiP annulus. It allows the annuli of PiP stalks to be drawn down to reduced pressure at the spoolbase, minimising offshore work. However, draw-down of pressure could instead be performed on the pipelaying vessel during transit to a pipelaying site if required. The swaging solution has no requirement for third-party fabrication or for additional components, although an alternative solution using a discrete end wall made by forging or other techniques is possible within the broad inventive concept as discussed.