法国专利FR3082916A1 METHOD FOR ASSEMBLING A LIQUID DOME

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专利摘要:
Method of assembling a sealed and thermally insulating tank inside a support structure (1), the assembly method comprising the following steps: - installing a loading / unloading tower (17), - providing a closing block (20) of a liquid dome, - insert the closing block (20) in the storage space of the tank by sliding along the pipes (18) of the loading / unloading tower (17), said closure block (20) resting in the storage space on a retaining member (22, 23), - mounting on the supporting structure (1) a supporting structure insert (24) obstructing an opening of the liquid dome (7 ), - slide the closing block (20) along the conduits (18) in the direction of the supporting structure insert (24), and - fix the closing block (20) on the supporting structure insert ( 24).
公开号:FR3082916A1
申请号:FR1855679
申请日:2018-06-25
公开日:2019-12-27
发明作者:Geoffrey Detaille；Alexandre Lepront
申请人:Gaztransport et Technigaz SARL；
IPC主号:

专利说明:

Technical area
The invention relates to the field of sealed and thermally insulating tanks with membranes. In particular, the invention relates to the field of sealed and thermally insulating tanks for the storage and / or transport of liquefied gas at low temperature, such as tanks for the transport of Liquefied Petroleum Gas (also called LPG) exhibiting by for example a temperature between -50 ° C and 0 ° C, or for the transport of Liquefied Natural Gas (LNG) at around -162 ° C at atmospheric pressure. These tanks can be installed on the ground or on a floating structure. In the case of a floating structure, the tank can be intended for the transport of liquefied gas or to receive liquefied gas serving as fuel for the propulsion of the floating structure.
In one embodiment, the liquefied gas is LNG, namely a mixture with a high methane content stored at a temperature of about -162 ° C at atmospheric pressure. Other liquefied gases can also be considered, in particular ethane, propane, butane or ethylene. Liquefied gases can also be stored under pressure, for example at a relative pressure between 2 and 20 bar, and in particular at a relative pressure close to 2 bar. The tank can be produced using various techniques, in particular in the form of an integrated membrane tank or a self-supporting tank.
Technological background
Document FR2785034 discloses a sealed and thermally insulating natural gas storage tank! which is installed in the double hull of a ship.
The sealed and thermally insulating tank has walls which have a multilayer structure successively consisting of a secondary thermally insulating barrier resting against the internal hull of the ship, a secondary sealing membrane resting against the secondary thermally insulating barrier; a primary thermally insulating barrier resting against the secondary sealing membrane and a primary sealing membrane intended to be in contact with the liquefied gas contained in the tank.
The tank is equipped with a loading / unloading tower to load the cargo in the tank, before its transport, and to unload the cargo, after its transport.
During the assembly of such a tank, the secondary and primary thermally insulating barriers as well as the secondary and primary sealing membranes are mounted in the double hull of the ship and anchored to it. Then, in a second step, the loading / unloading tower is mounted in the tank and fixed to the double hull of the ship.
However, the lines of the loading / unloading tower must pass through the tank wall and the double shell to allow the liquid contained in the tank storage space to be transferred to the outside of the tank. For this, an upper wall of the double shell has an opening left free for mounting the loading / unloading tower in the tank. Similarly, the upper vessel wall anchored on the upper wall of the double shell has a passage to the right of said opening. This passage from the upper tank wall is also left free for mounting the loading / unloading tower. Thus, during the installation of the loading / unloading tower in the tank, the pipes of the loading / unloading tower are arranged so as to have one end successively passing through the passage of the upper tank wall and the opening of the double hull.
In order to finalize the assembly of the tank after the installation of the loading / unloading tower, a hull insert is installed on the double hull at the level of the opening in order to obstruct said opening of the double hull. Holes are provided in this hull insert for the passage of the pipes of the loading / unloading tower. A plurality of vessel wall portions are then mounted on the hull insert in order to surround the pipes and to ensure the continuity of the insulation and sealing of the upper vessel wall.
The assembly process for such a tank is not fully satisfactory, in particular in that it is particularly long and complex.
summary
An idea underlying the invention is to propose a method of assembling a sealed and thermally insulating tank which makes it possible to reduce the assembly time.
According to one embodiment, the invention provides a method of assembling a sealed and thermally insulating tank inside a support structure, said support structure comprising a plurality of walls which delimit an internal space and include a wall upper of the supporting structure having an opening, the assembly process comprising the following steps:
installing a loading / unloading tower in the internal space through the opening, said loading / unloading tower comprising a plurality of conduits which each have an upper end projecting out of the internal space, said loading tower / unloading comprising at least one retaining member;
- Providing a closure block comprising a portion of the tank wall, said closure block having orifices;
insert the upper ends of the pipes into the corresponding holes in the closure block;
- slide the closing block along the pipes until the closing block rests against the retaining member in the internal space;
- provide a carrier structure insert having through holes;
mounting the support structure insert on the support structure so that said support structure insert obstructs the opening of the upper wall of the support structure and that the ends of the pipes of the loading / unloading tower pass through the orifices passing through said insert load-bearing structure;
- slide the closing block along the pipes in the direction of the supporting structure insert; and
- fix the closing block on the supporting structure insert.
Thus, such an assembly method makes it possible to considerably reduce the assembly time because the closure block can be pre-assembled and then inserted in one piece directly into the storage space of the tank.
In addition, the presence of the orifices for passage of the closure block and of the projecting member makes it possible to maintain said closure block in position in the storage space during the mounting of the carrier structure insert on the carrier structure. Thus, the closure block can be simply reassembled in one piece by sliding along the pipes in the direction of the supporting structure insert for fixing when the supporting structure insert is mounted on the supporting structure. Such a mounting method is therefore simple and quick to implement.
According to embodiments, such an assembly method may include one or more of the following characteristics.
According to one embodiment, the method further comprises the step of anchoring a plurality of tank walls on corresponding walls of the support structure so as to delimit a fluid storage space of the tank, one of said walls of the vessel being an upper vessel wall anchored to the upper wall of the support structure, said upper vessel wall comprising a passage in line with the opening of the upper wall of the support structure, said passage connecting the space of storage and an external space of the supporting structure.
According to one embodiment, the pipes develop in the storage space of the tank.
According to one embodiment, the upper end of the pipes protrudes from the internal space of the support structure through successively the passage of the upper vessel wall and the opening of the upper wall of the support structure.
According to one embodiment, at least one of said pipes comprises the retaining member, said retaining member projecting from said pipe in the storage space of the tank.
According to one embodiment, the method further comprises a step of sealing the tank between the upper tank wall and the portion of the tank wall formed by the closure block.
According to one embodiment, each tank wall comprises a thermally insulating barrier and a sealing membrane, the sealing membrane being intended to be in contact with the fluid stored in the storage space of the tank and resting against said thermally insulating barrier.
According to one embodiment, the portion of the vessel wall of the closure block comprises a portion of thermally insulating barrier and a portion of sealing membrane.
According to one embodiment, the method further comprises the step of welding the pipes from the loading / unloading tower to the load-bearing structure insert.
According to one embodiment, the method further comprises the step of welding the pipes from the loading / unloading tower to the closing block.
According to one embodiment, several or each pipe of the loading / unloading tower has a projecting portion projecting into the storage space of the tank. Thus, the closure block rests on several projecting portions.
According to one embodiment, the projecting member (s) connect two pipes of the loading / unloading tower to one another. Typically, such a projecting member may be a reinforcing rod of the loading / unloading tower.
According to one embodiment, the supporting structure insert has an internal surface facing an external face of the closure block, the method further comprising the step of interposing between the external face of the closure block and the internal surface of the insert of the supporting structure of the take-up shims, said take-up shims forming a planar support surface in the internal space of the support structure, the external face of the closure block being fixed on said planar support surface.
According to one embodiment, the closure block and the projecting member are configured so that an external surface of the closure block is distant from the internal surface of the structural insert by a distance greater than or equal to 1, 5m from when said closure block rests in the storage space on the projecting member.
Such catch blocks make it possible to compensate for the flatness defects of the support structure insert and thus offer a flat support surface allowing stable and secure fixing of the closure block to the support structure insert.
According to one embodiment, the wall portion of the closure block comprises a bottom plate forming the external face of the closure block, the take-up shims being stapled to said bottom plate.
According to one embodiment, the bottom plate is a plywood plate.
According to one embodiment, the method further comprises marking on the internal face of the carrier structure insert the location of the take-up shims.
According to one embodiment, the method further comprises the steps of:
measure the flatness of the internal surface of the bearing structure insert,
- dimensioning a thickness of the take-up shims according to the measurement of the flatness of the internal surface of the load-bearing structure insert so that the internal faces of said take-up shims opposite the load-bearing structure insert are arranged in the same plane to jointly form the planar support surface.
According to one embodiment, the take-up shims comprise a resin bead and the resin cords are fixed to the internal surface of the bearing of the supporting structure.
According to one embodiment, the resin beads are made of mastic.
According to one embodiment, the step of fixing the closure block to the carrier structure insert comprises a step of crushing the resin beads,
According to one embodiment, the resin cords are deformed by compression during the fixing of the closure block to the insert of the supporting structure.
According to one embodiment, the resin beads form jointly, in a crushed state resulting from the crushing step, the planar support surface.
According to one embodiment, the resin beads have a thickness dimensioned as a function of the flatness measurement of the internal surface of the load-bearing structure insert.
According to one embodiment, the resin beads are dimensioned so as to form the planar support surface.
According to one embodiment, the resin beads are fixed to the closure block, typically on the external face of the closure block, prior to the step of sliding said closure block in the direction of the supporting structure insert.
According to one embodiment, the take-up shims comprise a slat and a respective resin bead is fixed on each slat.
According to one embodiment, the slats are plywood slats.
According to one embodiment, the slats have a thickness which is dimensioned as a function of the measurement of the flatness of the internal surface of the carrier structure insert so as to form the planar support surface, and said slats are fixed. on the external face of the closing block.
Thanks to these characteristics, the flatness defects of the load-bearing structure insert are taken up by the slats so that it is not necessary to provide resin beads of different sizes to fill the flatness defects of the insert. of supporting structure.
According to one embodiment, the resin beads have a uniform thickness.
Such resin beads having a uniform thickness are simple and quick to produce. Thus, the resin beads can be made one after the other and directly positioned on the slats, the manufacture of said resin beads being thus simple and rapid. In addition, such resin beads of uniform thickness avoid errors related to the positioning of a resin bead of a given thickness on a bad batten.
The successive production of said resin cords thus limits the installation time of all the resin cords and therefore the time necessary between the installation of the first resin bead and the installation of the last resin bead, thus limiting the lapse time during which the first bead of resin is installed without being crushed between the closing block and the insert of the supporting structure. Thus, the time during which the first bead of resin installed on a batten is subject to drying without being in its final position is reduced.
According to one embodiment, the method further comprises fixing the make-up shims on the external face of the closure block.
According to one embodiment, the method further comprises, prior to the sliding of the closure block in the direction of the support structure insert, fix the catch blocks on the external face of the closure block, then fix the catch blocks against on the internal surface of the support structure insert to fix the closure block to the support structure insert.
According to one embodiment, the method further comprises the step of applying the resin beads to an external face of the slats, said external faces of the slats being opposite the insert of the supporting structure.
According to one embodiment, the slats are stapled to the external face of the closure block.
According to one embodiment, the fastening clips of the slats on the external face of the closure block have a spacing of 200mm.
According to one embodiment, the method further comprises the step of applying the resin beads to the internal face of the support structure insert prior to the sliding of the closure block in the direction of the support structure insert.
According to one embodiment, the take-up shims are fixed on the internal face of the carrier structure insert in pre-assembly so that the assembly process includes the step of fixing the take-up shims on the insert. carrier structure prior to the step of providing the carrier structure insert.
According to one embodiment, the step of fixing the closure block on the carrier structure insert comprises a step of fixing the catch blocks on the external face of said closure block after the step of sliding the closure block towards the carrier structure insert.
According to one embodiment, the method further comprises the step of installing reference blocks on the internal face of the support structure insert, said reference blocks having an internal surface opposite to the support structure insert located in the same plane, the take-up shims being dimensioned to form the support surface in said plane.
In other words, the reference shims are dimensioned to define a reference plane and the take-up shims are dimensioned to form the support surface in said reference plane so that the closure block is pressed against the take-up shims in said plane reference.
According to one embodiment, the reference shims are positioned on the carrier structure insert according to a reference diagram.
According to one embodiment, the take-up shims are positioned on the carrier structure insert according to a fixing diagram.
According to one embodiment, the fixing diagram and the reference diagram are configured so that the reference shims and the take-up shims are positioned on separate portions of the load-bearing structure insert.
According to one embodiment, the method further comprises the step of installing tie rods between the supporting structure insert and the closure block, said tie rods being actuated to slide the closure block in the direction of the structure insert. carrier.
According to one embodiment, the closure block and the supporting structure insert comprise through passages crossed by the tie rods.
According to one embodiment, a lock nut is mounted on a first end of the tie rods, said first end of the tie rods passing through the insert of the supporting structure.
According to one embodiment, a nut is screwed onto a second end of the tie rods, said second end passing through the closure block.
According to one embodiment, the tie rods hold the closure block in position for a period of drying of the resin beads.
Such a tank can be assembled in a terrestrial storage installation, for example for storing LNG or in a floating structure, coastal or deep water, in particular an LNG tanker, a floating storage and regasification unit (FSRU), a unit floating production and remote storage (FPSO) and others. Such a tank can also serve as a fuel tank in any type of ship.
Brief description of the figures
The invention will be better understood, and other objects, details, characteristics and advantages thereof will appear more clearly during the following description of several particular embodiments of the invention, given solely by way of illustration and without limitation. , with reference to the accompanying drawings.
- Figure 1 is a partial schematic view of a support structure for receiving the walls of a sealed and thermally insulating tank;
- Figure 2 is a schematic view of the multilayer structure of the walls of the tank;
- Figure 3 is a schematic view illustrating a loading / unloading tower and partially illustrating the support structure inside which it is mounted;
- Figure 4 is a partial schematic view in longitudinal section of the sealed and thermally insulating tank during assembly at the liquid dome and the loading / unloading tower in which the hull insert is not yet installed on the liquid dome;
- Figure 5 is a partial schematic view in longitudinal section of the sealed and thermally insulating tank during assembly at the liquid dome and the loading / unloading tower in which the closure block is not yet anchored on the hull insert;
- Figure 6 is a partial schematic view in longitudinal section of the sealed and thermally insulating tank assembled at the liquid dome and the loading / unloading tower;
- Figure 7 is a partial schematic detail view of Figure 5 illustrating the difference in flatness between the shell insert and the closure block;
- Figure 8 is a schematic detail view similar to Figure 6 illustrating a first embodiment of the invention;
- Figure 9 is a partial schematic view of the closure block anchored to the shell insert according to the first embodiment of the invention;
- Figure 10 is a partial schematic view similar to Figure 8 according to a second embodiment of the invention;
- Figure 11 is a partial schematic view similar to Figure 8 according to a third embodiment of the invention;
- Figure 12 is a partial schematic view in longitudinal section of the sealed and thermally insulating tank illustrating means for lifting the closure block;
- Figure 13 is a schematic cutaway view of an LNG tank and a loading / unloading terminal of this tank.
Detailed description of embodiments
In connection with FIG. 1, we can see the rear part of a support structure 1 intended to receive the walls of a sealed and thermally insulating tank. The supporting structure 1 is formed by the double hull of a ship. The supporting structure 1 has a generally polyhedral shape. The supporting structure 1 has a front wall 2 and a rear wall 3, here of octagonal shape. In FIG. 1, the front wall 2 is only partially represented in order to allow the visualization of the internal space of the support structure 1. The front walls 2 and rear 3 are cofferdam walls of the ship and extend transversely to the longitudinal direction of the ship. The supporting structure 1 also comprises an upper wall 4, a lower wall 5 and side walls 6. The upper wall 4, the lower wall 5 and the side walls 6 extend in the longitudinal direction of the ship and connect the front walls 2 and back 3.
The upper wall 4 comprises, near the rear wall 3 of the support structure 1, a space, of rectangular parallelepiped shape, projecting upwards, called liquid dome 7. The liquid dome 7 is defined by two transverse walls, before 8 and rear 9, and by two side walls 10 which extend vertically and project upwards. The liquid dome 7 defines an opening 11 in the upper wall 4 allowing the passage of liquid transfer pipes from or to the tank mounted in the carrying structure as explained below.
The tank is a membrane tank having a multilayer structure. Also, as shown diagrammatically in FIG. 2, each wall of the tank successively has, from the outside to the inside, in the thickness direction of the wall, a secondary thermally insulating barrier 12 comprising insulating elements resting against the supporting structure 1, a secondary sealing membrane 13 anchored to the insulating elements of the secondary thermally insulating barrier 12, a primary thermally insulating barrier 14 comprising insulating elements resting against the secondary sealing membrane 13 and a primary sealing membrane 15 anchored to the insulating elements of the primary thermally insulating barrier 14 and intended to be in contact with the fluid contained in the tank. This multilayer structure of the tank is arranged on each of the walls 2, 3, 4, 5, 6 of the support structure 1. This multilayer structure is also present on the walls 8, 9, 10 of the liquid dome 7 and thus delimits a passage 16 of the tank wall in line with the opening 11 of the liquid dome 7.
By way of example, each wall of the tank may in particular be of the Mark III type, as described for example in FR2691520, of the NO96 type as described for example in FR2877638, or of the Mark V type as described for example in WO14057221 .
During assembly of the tank in the support structure 1, each wall of the tank is anchored on the respective wall of the support structure 1, proceeding from the outside towards the inside of the tank, that is to say - say:
- by anchoring the insulating elements of the secondary thermally insulating barrier 12 on the respective wall of the support structure 1;
- by anchoring the secondary sealing membrane 13 on the insulating elements of the secondary thermally insulating barrier 12;
- by anchoring the insulating elements of the primary thermally insulating barrier 14 on the insulating elements of the secondary thermally insulating barrier 12 or on the support structure 1 through the secondary sealing membrane 13; then
- by anchoring the primary sealing membrane 15 on the insulating elements of the primary thermally insulating barrier 14.
The anchoring of the vessel walls on the supporting structure 1 is carried out so as to form the passage 16 in line with the opening 11 of the liquid dome 7. The passage 16 and the opening 11 are thus left free in order to allow the installation of a loading / unloading tower 17 in the tank. Such a loading / unloading tower 17, illustrated in FIG. 3, makes it possible in particular to load the cargo in the tank and / or to unload the cargo from the tank.
The loading / unloading tower 17 comprises a tripod structure made up of three vertical masts 18. These vertical masts 18 extend over substantially the entire height of the storage space of the tank. Sleepers 23 distributed over the entire height of the loading / unloading tower 17 connect the masts 18 to each other to ensure the rigidity and integrity of the loading / unloading tower 17.
A base of the loading / unloading tower 17 cooperates with a support leg which is fixed to the bottom wall 5 of the support structure 1 and which aims to ensure that the loading / unloading tower 17 is kept in a vertical position. support leg is for example described in applications FR3035475 and WO2011157915.
An upper end 19 of the vertical masts 18 protrudes from the support structure 1 through the passage 16 and the opening 11 of the liquid dome 7. One or more of said upper ends 19 are intended to be connected with a transfer system of the LNG.
Each of the vertical masts 18 is hollow and thus forms either a pipe for loading or unloading fluid to or from the tank; either an emergency well allowing the descent of an emergency pump and an unloading line in case of failure of the other unloading pumps. In the embodiment shown in Figure 3, two of the masts 18 form a line for unloading the tank and are, to do this, each associated with an unloading pump fixed to the lower end of the loading / unloading tower 17 while the third mast 18 forms an emergency well.
Figures 4 to 6 illustrate different states of assembly of the tank during the process of closing the liquid dome 7. In fact, in order to preserve the insulation and sealing characteristics of the tank, the passage 16 of the tank wall must be obstructed while allowing the upper end 19 of the masts 18 to pass. For this, as illustrated in FIG. 3, a closing block 20 of the passage 16 is provided.
The closure block 20 comprises a portion of thermally insulating barrier and a portion of waterproof membrane. The thermally insulating barrier portion of the closure block 20 may have an insulating lining, for example made of polyurethane foam interposed between two rigid plates, for example made of plywood. For example, the thermally insulating barrier portion of the closure block has a structure similar to the structure of an insulating element constituting one or more thermally insulating barriers 12, 14 of the walls of the tank. Likewise, the waterproof membrane portion of the closure block may have a structure similar to the structure of the waterproof membranes 13, 15 of the tank walls.
The closure block 20 has dimensions complementary to the dimensions of the passage 16. Furthermore, the closure block 20 has through holes 21. These through holes 21 are of shape complementary to the external shape of the masts 18 of the loading tower / unloading 17. These through holes 21 are arranged in the closing block 20 at a location corresponding to the location of the masts 18 in the passage 16.
As illustrated in FIG. 3, the closure block 20 is inserted into the storage space of the tank by inserting the masts 18 of the loading / unloading tower 17 into the corresponding through holes 21 of the closure block 20 and then making slide the closing block 20 along the loading / unloading tower 17.
The masts 18 include a retaining member 22. Such a retaining member 22 projects from an external face of the mast 18 in the storage space of the tank. The closing block 20 is slid along the masts 18 until it comes to bear on the retaining members 22. These retaining members 22 make it possible to hold the closing block 20 in position during the other closing operations of the liquid dome 7 .
In an embodiment not illustrated, the retaining members 22 are formed by the crosspieces 23 connecting the masts 18 between them located. More particularly, the closure block 20 rests in the storage space of the tank bearing on the cross member (s) 23 located closest to the upper wall 4 of the support structure 1. Thus, loading / unloading towers 17 as used in current tanks do not require modification to implement the assembly process described here.
As soon as the closure block 20 is in the storage space bearing on the retaining members 22, the opening 11 of the upper wall 4 of the support structure 1 can be obstructed. For this, a shell insert 24 is brought back onto the walls 8, 9, 10 of the liquid dome 7, this shell insert 24 forming a cover of the liquid dome 7. Thus, the shell insert 24 has dimensions greater than the dimensions of the opening 11 so as to be able to rest on the upper edge of the walls 8, 9, 10 of the liquid dome 7. The shell insert 24 can be produced in many ways, for example with a structure and materials similar to the upper wall 4 of the supporting structure 1. The shell insert 24 is preferably fixed to said walls 8, 9, 10 of the liquid dome 7, for example by welding.
Similarly to the closing block 20, the hull insert 24 has orifices 25 allowing the upper end 19 of the masts 18 to pass. Thus, the hull insert 24 is attached to the walls 8, 9, 10 of the liquid dome by inserting the ends 19 of the masts 18 into the corresponding orifices 25 of the hull insert 24. These ends 19 of the masts 18 are fixed, for example by welding, to the hull insert 24. In other words, the masts 18 can be suspended from the hull insert 24.
The shell insert 24 constitutes a structure for fixing the closure block 20 in order to finalize the assembly of the tank by completing the insulation and sealing of the upper tank wall. When the shell insert 24 is installed and obstructs the opening 11 of the liquid dome 7, the closing block 20 can be raised against the shell insert 24. The closing block 20 is slid in one piece along masts 18 in the direction of the hull insert 24. An external face 27 of the closure block 20 facing the hull insert 24 is then fixed to an internal face 26 of said hull insert 24. In order to complete the seal of the tank, the masts 18 are fixed in a sealed manner, for example by welding, to the portions of sealing membranes of the closing block 20. Similarly, the portions of sealing membrane of the closing block 20 are welded so impervious to the waterproofing membranes of the tank walls anchored on the walls 8, 9, 10 of the liquid dome 7.
The method of assembling the tank at the level of the liquid dome described above with reference to FIGS. 4 to 6 is simple and quick to implement. The closing block 20 can indeed be prefabricated and inserted into the storage space of the tank in one piece. Likewise, this closing block 20 in one piece can be easily reassembled against and fixed on the hull insert 24, the masts 18 allowing the holding in position in the storage space thanks to the retaining members 22 and the sliding block guide 20.
However, the internal face 26 of the shell insert 24 on which the closure block 20 is fixed may have flatness defects. In FIGS. 6 to 11, such flatness defects are voluntarily shown in an amplified manner in order to allow a better reading of the figures and of the description below.
As illustrated in FIG. 6, when the closure block 20 is raised against the shell insert 24, the flatness defects of the internal face 26 of the shell insert 24 do not make it possible to provide a flat fixing surface for the external face 27 of the closing block 20. Such a flat fixing surface allows good cooperation with the external face 27 of the closing block 20 and therefore the positioning and secure and reliable fixing of the closing block 20 on the insert of shell 24.
In order to compensate for the flatness defects of the internal face 26 of the hull insert 24, take-up shims 28 are interposed between the closure block 20 and the hull insert 24, that is to say between the external face 27 of the closing block 20 and the internal face 26 of the shell insert 24. The function of these shims is to provide a flat fixing surface for the closing block. Thus, these take-up shims 28 must have an internal face situated in the same reference plane 29 in order to jointly form the planar fixing surface of the closure block 20.
The take-up shims 28 comprise a bead of resin 30. Such resin cords 30 are, for example, used in the manufacture of shims used to make up for the flatness defects of the support structure 1 during the anchoring of the tank walls on the walls 2, 3, 4, 5, 6 of the supporting structure 1. These resin beads 30 are for example made of mastic.
However, due to the fact that the walls of the tanks have already been anchored on the walls 2, 3, 4, 5, 6 of the support structure 1, the machine having been used to manufacture the resin necessary for the wedges to make up for the flatness defects of the walls 2, 3, 4, 5, 6 of the support structure 1 is no longer present in the internal space of the support structure 1. The resin used to make the resin beads 30 for the compensating shims 28 is therefore produced outside of the tank and added to the tank to make the resin beads 30 and install them between the shell insert 24 and the closure block 20.
The manufacture of the resin out of the tank and its routing for the manufacture of the resin cords 30 at their place of installation increases the installation time of said resin cords 30. This increase in the installation time of the resin cords 30 is harmful since such resin beads 30 have a maximum time of exposure to ambient air before seeing their characteristics deteriorate.
In order to fabricate and install the resin beads 30 one after the other and limit their time of exposure to ambient air, measurements of the flatness of the surface 26 are carried out to establish a spacing scheme. This spacing diagram defines the distance 31 separating the internal face 26 of the shell insert 24 and the reference plane 29 in line with the positions provided for each catching wedge 28. This spacing diagram thus makes it possible to provide for the dimensioning of the thickness of each take-up shim 28 as a function of its position.
In order to facilitate the creation of the spacing diagram, reference blocks 32 (see FIG. 12) can be positioned on the internal face 26 of the shell insert 24. Such reference blocks 3 are for example fixed on the surface internal 26 by double scotch tape, glue or any other fixing means. These reference blocks 32 have an internal face located in the reference plane 29 and are for example made of plywood or other. These reference shims 32 are installed on the internal face 26 of the hull insert 24 at locations separate from the positions provided for the take-up shims 28 so as not to interfere with the positioning of said take-up shims 28.
FIGS. 8 to 11 illustrate different embodiments of take-up shims 28 opposite different methods of assembling the tank at the level of the liquid dome 7.
According to a first variant illustrated in FIGS. 8 and 9, the take-up shims 28 are produced using resin cords 30 alone. The resin beads 30 are dimensioned as a function of the flatness measurements of the surface 26 of the shell insert 24, that is to say the spacing diagram. Thus, the resin beads 30 have a thickness determined as a function of their position on the internal face 26 of the shell insert 24 and of the distance 31 separating said internal face 26 from the reference plane 29 at this position. Each bead of resin 30 is manufactured directly on the external face 27 of the closure block 20 to the dimensions determined by the spacing diagram. The resin beads 30 can thus be produced one after the other on the external face 27 of the closure block
20.
The thickness of the resin beads 30 being dimensioned as a function of the spacing diagram, a distance 33 separating said resin beads 30 and the internal face 26 of the shell insert 24 is uniform, the differences in thickness of the beads resin 30 making it possible to fill the flatness defects of the hull insert 24. Thus, when the closure block 20 is raised against the internal face 26 of the hull insert 24, the resin beads 30 are pressed against said face internal 26 substantially at the same time despite the flatness defects of the internal face 26. These resin beads 30 can undergo compression and uniform deformation during this ascent of the closure block 20 against the shell insert 24, allowing fixing adhesive of the closure block 20 against the shell insert 24. In this compressed state, the internal face of the resin beads 30 is located in the reference plane 29.
FIGS. 10 and 11 illustrate an alternative embodiment of the take-up shims 28. In this variant, each take-up shim 28 comprises a resin bead 30 associated with a slat 34. Such slats 34 are for example made of plywood. In this variant, the slats 34 are dimensioned as a function of the spacing scheme to make up for the flatness defects of the internal surface 26 of the shell insert 24. The resin beads 30 have a uniform thickness.
Such resin cords 30 of uniform thickness are quick to manufacture since it is not necessary to modify the tools allowing their manufacture to adapt the thickness of said resin cords 30. Thus, said device can manufacture a resin 30 continuous and of uniform thickness which is cut progressively as a function of the desired length of the resin cords 30 to be associated with the slats 34 of the shim blocks 28. Such an apparatus is for example a resin pocket having a application port or a pneumatic or electric resin spray gun.
FIG. 10 illustrates a first method of assembling such catching wedges 28. In this first method of assembly, each catching wedge 28 is prefabricated by assembling the batten 34 correctly dimensioned and a corresponding resin bead 30. Each prefabricated take-up block 28 is then fixed to the external face 27 of the closure block 20 in the storage space of the tank. More particularly, the slats 34 are fixed to the external face 27 of the closure block 20 so that the resin beads 30 are interposed between your slats 34 and the internal face 26 of the shell insert 24. The slats 34 are free stapled on the external face 27 of the closure block 20. Due to the adapted dimensioning of the slats 34, the distance 33 separating the resin beads 30 from the internal face 26 of the shell insert 24 is uniform, despite the defects of flatness of said internal face 26.
Once the catch blocks 28 fixed on the outer face 27 of the closure block 20, the closure block 20 can be raised against the shell insert 24 as described above. The resin beads 30 can be compressed and deformed uniformly between the slats 34 and the internal face 26 of the shell insert 24 and fulfill a function of adhesive for fixing the closure block 20 to the shell insert 24 .
According to a variant of this first method of assembly, your slats 34 are not prefabricated but assembled directly in the storage space of the tank. First, the properly sized slats 34 are manufactured and fixed to the external face 27 of the closure block 20 resting in the storage space of the tank. The slats 34 are for example stapled to the external face 27 of the closure block, for example with a stapling spacing less than or equal to 20 cm. When the slats 34 are correctly fixed on the closure block 20, the resin beads 30 are produced on the external faces 35 of the slats 34 or attached to said external faces 35 of the slats 34, that is to say on the face slats 34 facing the internal face 26 of the shell insert 24.
This variant of the first assembly mode makes it possible to further reduce the period of time during which the resin cords 30 are produced without the closure block 20 being raised against the shell insert 24. In fact, the resin cords 30 are manufactured one after the other and directly positioned on the slats 34 previously fixed on the closure block 20 so that the resin beads do not remain in contact with the ambient air during your steps for fixing the slats 34 on the external face 27 of the closing block 20.
FIG. 11 illustrates a second assembly method which differs from other assembly methods in that the catch blocks 28 are not fixed to the closure block 20 but directly to the internal face 26 of the shell insert 24. Thus, the take-up shims 28 are prefabricated one after the other and then fixed on the internal face 26 of the hull insert 24. The take-up shims 28 can also be compressed for example by means of a template to deform the resin beads 30 and ensure that the internal face of the slats 34 is in the reference plane 29.
In order to facilitate the assembly of the tank, the fixing of the catch blocks 28 on the shell insert 24 can advantageously be carried out outside the tank. Thus, the shell insert 24 attached to the walls 8, 9, 10 of the liquid dome 7 already includes the catch blocks 28 fixed on its internal face 26 so that the closure block 20 can be directly raised in the direction of the shell insert 24 as soon as the shell insert 24 is fixed on the walls 8, 9, 10 of the liquid dome 7. The closure block 20 is raised in the direction of the shell insert 24 until it comes into contact with the slats 34 of the catch blocks 28 fixed on the hull insert 24.
The prior fixing of the take-up shims 28 on the hull insert 24 can be carried out with take-up shims 28 comprising slats 34 associated with resin cords 30 or else comprising only resin cords 30 dimensioned according to the diagram d spacing as described above with reference to FIGS. 8 and 9.
FIG. 12 illustrates a closure block 20 anchored on the shell insert 24. In this figure tie rods 35 are installed between the shell insert 24 and the closure block 20. These tie rods 35 make it possible to reassemble the closure block 20 against the shell insert 24 when the latter is installed on the walls 8, 9, 10 of the liquid dome 7. Such tie rods 35 comprise a rod 36 passing through the shell insert 24 and the closure block 20. In a embodiment not illustrated, the tie rods 35 comprise a chain in place of the rod 36.
An upper end of said rod 36 carries a first locking member 37 arranged outside the internal space of the support structure 1. This first locking member 37 is for example a nut screwed onto the threaded upper end of the rod 36. This first blocking member 37 is supported on an external face 38 of the shell insert 24, said external face 38 being opposite to the internal face 26 against which the closure block 20 is fixed.
Likewise, a lower end of the rod 36 carries a second blocking member 39 arranged against an internal face 40 of the closing block 20. This second blocking member 39 is for example a lock nut bearing on said internal face 40 of the closing block 20. Such tie rods 35 allow the closing block 20 to be raised from its rest position in abutment against the retaining member 21 in the storage space of the tank towards its fixing position on the insert of shell 24, that is to say with the external face 27 of the closing block 20 situated in the reference plane 29. The sealing of the sealing membranes can also be completed when the closing block is in position against the 'shell insert 24 by sealing the tie rods 35 and said sealing membranes. Likewise, the first locking member 36 can be welded to the shell insert 24.
In another embodiment, the tie rods are used to keep the closure block 20 in position during the drying time of the resin beads 30, for example approximately 24 hours, then are replaced by anchoring members of the closure block 20 on the adapted shell insert 24.
Advantageously, the reference shims 32 installed on the internal face 26 of the shell insert 24 in order to define the reference plane 29 also make it possible to block the ascent of the closure block 20. In fact, the ascent of the closure block 20 against the shell insert 24 presses the resin beads 30 against the internal face 26 of the shell insert 24. However, the deformation of said resin beads 30 does not reliably block the ascent of the closure block 20 when the external face 27 of said closing block 20 arrives in the reference plane 29. The reference shims 32 fulfill the stop function blocking the ascent of the closing block 20 when the external face 27 of said closing block 20 reaches the plane of reference 29.
The technique described above for assembling a sealed and thermally insulating tank can be used in different types of tanks, for example to constitute the sealed and thermally insulating tank of a
LNG in a land installation or in a floating structure such as an LNG tanker or other.
With reference to FIG. 13, a cutaway view of an LNG tanker 70 shows a sealed and insulated tank 71 of generally prismatic shape mounted in the double hull 72 of the ship. The wall of the tank 71 comprises a primary waterproof barrier intended to be in contact with the LNG contained in the tank, a secondary waterproof barrier arranged between the primary waterproof barrier and the double hull 72 of the ship, and two insulating barriers arranged respectively between the primary waterproof barrier and the secondary waterproof barrier and between the secondary waterproof barrier and the double shell 72.
In a manner known per se, loading / unloading lines 73 arranged on the upper deck of the ship can be connected, by means of appropriate connectors, to a maritime or port terminal for transferring a cargo of LNG from or to the tank 71.
FIG. 13 represents an example of a maritime terminal comprising a loading and unloading station 75, an underwater pipe 76 and a shore installation 77. The loading and unloading station 75 is a fixed offshore installation comprising an arm mobile 74 and a tower 78 which supports the mobile arm 74. The mobile arm 74 carries a bundle of insulated flexible pipes 79 which can be connected to the loading / unloading pipes 73. The movable arm 74 can be adjusted to suit all LNG carrier jigs . A connection pipe, not shown, extends inside the tower 78. The loading and unloading station 75 allows the loading and unloading of the LNG carrier 70 from or to the onshore installation 77. This comprises liquefied gas storage tanks 80 and connecting pipes 81 connected by the submarine pipe 76 to the loading or unloading station 75. The submarine pipe 76 allows the transfer of liquefied gas between the loading or unloading station 75 and the shore installation 77 over a long distance, for example 5 km, which makes it possible to keep the LNG carrier 70 at a great distance from the coast during the loading and unloading operations.
To generate the pressure necessary for the transfer of the liquefied gas, pumps on board the ship 70 and / or pumps fitted to the shore installation 77 and / or pumps fitted to the loading and unloading station 75 are used.
Although the invention has been described in conjunction with several particular embodiments, it is obvious that it is in no way limited thereto and that it includes all the technical equivalents of the means described as well as their combinations if these these are within the scope of the invention.
The use of the verb "behave", "understand" or "include" and its conjugate forms do not exclude the presence of other elements or steps than those set out in a claim. The use of the indefinite article "one" or 10 "one" for an element or a stage does not exclude, unless otherwise stated, the presence of a plurality of such elements or stages.
In the claims, any reference sign in parentheses cannot be interpreted as a limitation of the claim.

权利要求:
Claims (12)
[1" id="c-fr-0001]
1. A method of assembling a sealed and thermally insulating tank inside a support structure (1), said support structure (1) comprising a plurality of walls (2, 3, 4, 5, 6) which delimit an internal space and include an upper wall (4) of the support structure (1) having an opening (11), the assembly process comprising the following steps:
installing a loading / unloading tower (17) in the internal space through the opening (11), said loading / unloading tower (17) comprising a plurality of conduits (18) which each have an upper end (19 ) projecting from the internal space, said loading / unloading tower (17) comprising at least one retaining member (22, 23);
- Providing a closure block (20) comprising a portion of the tank wall, said closure block (20) having orifices (21);
- insert the upper ends (19) of the pipes (18) into the corresponding holes (21) of the closure block (20);
- slide the closing block (20) along the pipes (18) until the closing block (20) rests against the retaining member (22, 23) in the internal space;
- Provide a carrier structure insert (24) having through holes (25);
mounting the support structure insert (24) on the support structure so that said support structure insert (24) obstructs the opening (11) of the upper wall (4) of the support structure (1) and the ends (19) pipes (18) of the loading / unloading tower (17) pass through the through orifices (25) of said carrier structure insert (24);
- slide the closing block (20) along the pipes (18) in the direction of the supporting structure insert (24); and
- fix the closing block (20) on the supporting structure insert (24).
[2" id="c-fr-0002]
2. The assembly method according to claim 1, wherein the carrier structure insert (24) has an internal surface (26) facing an external face (27) of the closure block (20), the method further comprising the step of interposing between the external face (27) of the closure block (20) and the internal surface (26) of the load-bearing structure insert (24) of the take-up shims (28), said take-up shims ( 28) forming a planar support surface in the internal space of the support structure (1), the external face (27) of the closure block (20) being fixed on said planar support surface.
[3" id="c-fr-0003]
3. Method according to claim 2, further comprising the steps of:
measure the flatness of the internal surface (26) of the supporting structure insert (24),
- dimensioning a thickness of the take-up shims (28) as a function of the measurement of the flatness of the internal surface (26) of the load-bearing structure insert (24) so that the internal faces of said take-up shims opposite to the supporting structure insert (24) are arranged in the same plane (29) to jointly form the planar support surface.
[4" id="c-fr-0004]
4. Method of assembly according to one of claims 2 to 3, wherein the shims (28) comprise a resin bead (30) and in which the resin cords (30) are fixed on the surface internal (26) of the supporting structure insert (24).
[5" id="c-fr-0005]
5. The assembly method according to claim 4, in which the take-up shims (28) comprise a slat (34) and in which a respective resin bead (30) is fixed to each slat (34).
[6" id="c-fr-0006]
6. The assembly method according to claim 5, wherein the slats (34) have a thickness which is dimensioned as a function of the measurement of the flatness of the internal surface (26) of the load-bearing structure insert (24). so as to form the planar support surface, and in which said slats (34) are fixed on the external face (27) of the closure block (20).
[7" id="c-fr-0007]
7. The assembly method according to claim 6, wherein the resin beads (30) have a uniform thickness.
[8" id="c-fr-0008]
8. An assembly method according to one of claims 5 to 7, further comprising, prior to the sliding of the closure block (20) in the direction of the carrier structure insert (24), fix the catch blocks (28 ) on the external face (27) of the closure block (20), then fix the make-up shims (28) against on the internal surface (26) of the insert of the supporting structure (24) to fix the closure block ( 20) to the supporting structure insert (24).
[9" id="c-fr-0009]
9. The assembly method according to claim 8, further comprising the step of applying the resin beads (30) on an external face of the slats (34), said external faces of the slats (34) being opposite. - screw of the supporting structure insert (24).
[10" id="c-fr-0010]
10. The assembly method according to one of claims 4 to 7, further comprising the step of applying the resin beads (30) on the internal face (26) of the carrier structure insert (24) beforehand. when the closing block (20) slides in the direction of the supporting structure insert (24).
[11" id="c-fr-0011]
11. The assembly method according to claim 4 to 10, further comprising the step of installing reference shims (32) on the internal face (26) of the carrier structure insert (24), said shims of reference (32) having an internal surface opposite the insert of the supporting structure (24) located in the same plane, the shims (28) being dimensioned to form the support surface in said plane.
[12" id="c-fr-0012]
12. Assembly method according to one of claims 1 to 11, further comprising the step of installing tie rods (35) between the carrier structure insert (24) and the closure block (20), said tie rods (35) being actuated to slide the closure block (20) in the direction of the supporting structure insert (24).

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同族专利:

公开号 | 公开日

SG11202012480RA|2021-01-28|

JP2021529132A|2021-10-28|

KR102169516B1|2020-10-23|

WO2020002812A1|2020-01-02|

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KR20200003201A|2020-01-08|

FR3082916B1|2020-06-19|

引用文献:

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KR20140101082A|2013-02-08|2014-08-19|삼성중공업 주식회사|Pump tower structure and lng tank having the same|

KR20170028518A|2015-09-04|2017-03-14|삼성중공업 주식회사|Apparatus for setting dome cover of liquefied gas storage tank|CN112550614A|2020-12-03|2021-03-26|沪东中华造船有限公司|Segmented construction method for liquid dome of LNG ship|FR2691520B1|1992-05-20|1994-09-02|Technigaz Ste Nle|Prefabricated structure for forming watertight and thermally insulating walls for containment of a fluid at very low temperature.|

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FR3035475B1|2015-04-23|2017-04-28|Vallourec Oil & Gas France|TUBULAR THREADED ELEMENT HAVING ANTI-INCH METAL COATING AND LUBRICATING LAYER|FR3110669A1|2020-05-20|2021-11-26|Gaztransport Et Technigaz|Storage facility for liquefied gas|

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法律状态:
2019-07-01| PLFP| Fee payment|Year of fee payment: 2 |

2019-12-27| PLSC| Publication of the preliminary search report|Effective date: 20191227 |

2020-06-30| PLFP| Fee payment|Year of fee payment: 3 |

2021-06-30| PLFP| Fee payment|Year of fee payment: 4 |

优先权:

申请号 | 申请日 | 专利标题

FR1855679|2018-06-25|

FR1855679A|FR3082916B1|2018-06-25|2018-06-25|METHOD FOR ASSEMBLING A LIQUID DOME|FR1855679A| FR3082916B1|2018-06-25|2018-06-25|METHOD FOR ASSEMBLING A LIQUID DOME|

PCT/FR2019/051542| WO2020002812A1|2018-06-25|2019-06-24|Method for assembling a liquid dome|

EP19742453.4A| EP3810978A1|2018-06-25|2019-06-24|Method for assembling a liquid dome|

JP2020571851A| JP2021529132A|2018-06-25|2019-06-24|How to assemble a liquid dome|

KR1020197036694A| KR102169516B1|2018-06-25|2019-06-24|How to assemble a liquid dome|

CN201980043336.7A| CN112368507A|2018-06-25|2019-06-24|Method for assembling a liquid head tank|

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