Construction of pipes
10190704 ยท 2019-01-29
Assignee
Inventors
Cpc classification
F16L55/1656
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B29C63/343
PERFORMING OPERATIONS; TRANSPORTING
B29C65/4815
PERFORMING OPERATIONS; TRANSPORTING
B32B5/26
PERFORMING OPERATIONS; TRANSPORTING
F16L55/1654
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B29C53/066
PERFORMING OPERATIONS; TRANSPORTING
B29C65/52
PERFORMING OPERATIONS; TRANSPORTING
B32B13/14
PERFORMING OPERATIONS; TRANSPORTING
B29C65/5028
PERFORMING OPERATIONS; TRANSPORTING
B29C53/48
PERFORMING OPERATIONS; TRANSPORTING
B29C66/1122
PERFORMING OPERATIONS; TRANSPORTING
B29K2075/00
PERFORMING OPERATIONS; TRANSPORTING
B29C66/71
PERFORMING OPERATIONS; TRANSPORTING
B29C66/71
PERFORMING OPERATIONS; TRANSPORTING
F16L11/04
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
F16L13/147
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B29C70/50
PERFORMING OPERATIONS; TRANSPORTING
B29K2075/00
PERFORMING OPERATIONS; TRANSPORTING
B29C65/5042
PERFORMING OPERATIONS; TRANSPORTING
B32B5/02
PERFORMING OPERATIONS; TRANSPORTING
B29C66/4322
PERFORMING OPERATIONS; TRANSPORTING
F16L9/14
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B29C63/341
PERFORMING OPERATIONS; TRANSPORTING
B32B5/12
PERFORMING OPERATIONS; TRANSPORTING
B29C63/28
PERFORMING OPERATIONS; TRANSPORTING
International classification
F16L11/04
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B32B5/12
PERFORMING OPERATIONS; TRANSPORTING
F16L9/14
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B29C53/48
PERFORMING OPERATIONS; TRANSPORTING
B29C63/34
PERFORMING OPERATIONS; TRANSPORTING
B29C65/52
PERFORMING OPERATIONS; TRANSPORTING
B32B5/02
PERFORMING OPERATIONS; TRANSPORTING
B32B5/26
PERFORMING OPERATIONS; TRANSPORTING
B32B13/14
PERFORMING OPERATIONS; TRANSPORTING
F16L55/165
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
B29C65/48
PERFORMING OPERATIONS; TRANSPORTING
F16L13/14
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
Abstract
An elongate hollow structure and method of constructing the hollow structure is described, whereby the hollow structure includes a radially inner portion and a radially outer portion adapted to be merged together to form a tubular wall structure. The method includes providing the radially inner portion, providing the radially outer portion about the radially inner portion, wherein a space exists between the radially inner and outer portions, the space containing a gas therein, and expanding the inner portion. The gas within the space between the inner and outer portions is arranged to be expelled as the inner portion is expanded.
Claims
1. A method of constructing an elongate hollow structure comprising a radially inner portion and a flexible radially outer portion, with the two portions adapted to be merged together to provide an integrated tubular wall structure, the method comprising: providing the inner portion, providing the flexible outer portion about the inner portion, the flexible outer portion having less resilience than the inner portion so as to yieldingly resist radial expansion of the inner portion, wherein a space containing a gas therein exists between the inner and outer portions, and expanding the inner portion, wherein the gas within the space is arranged to be expelled as the inner portion is expanded.
2. The method of claim 1, wherein the gas is air.
3. The method of claim 1, wherein the gas is arranged to be expelled via venting means.
4. The method of claim 1, wherein the flexible outer portion is comprised of a fibrous material, and the gas is arranged to be expelled via the fibrous material so as to facilitate displacement of fluid.
5. The method of claim 3, wherein the venting means are embodied as puncture holes formed in the flexible outer portion.
6. The method of claim 1, wherein the flexible outer portion further includes an outer tube of fibre reinforced composite construction, the outer tube surrounded by a flexible outer casing and further including reinforcement and a binder.
7. The method of claim 6, wherein the reinforcement further includes one or more layers of reinforcing fabric.
8. The method of claim 7, wherein each of the one or more layers of reinforcing fabric is configured as a tubular layer disposed about the inner portion.
9. The method of claim 8, wherein there is a plurality of tubular layers disposed one about another and about the inner portion.
10. The method of claim 7, wherein the inner portion further includes an inner liner with a fibrous layer bonded onto one face thereof, wherein the binder also impregnates the fibrous layer to integrate the flexible outer portion with the inner portion.
11. The method of claim 6, wherein the flexible outer portion serves to resist radial expansion of the reinforcement, thereby causing it to be subjected to radial compression.
12. The method of claim 10, wherein the reinforcement is confined in the space between the expanding inner portion and the flexible outer portion, whereby the radially expanding inner portion operates in conjunction with the flexible outer portion to cause the volume of the space to progressively decrease thereby to cause the binder within the reinforcement to fully impregnate the reinforcement.
13. The method of claim 11, wherein the reinforcement is confined in the space between the expanding inner portion and the flexible outer portion, whereby the radially expanding inner portion operates in conjunction with the flexible outer portion to causes the volume of the space to progressively decrease thereby to cause expulsion of the gas from within the space.
14. The method of claim 10, wherein the reinforcement is confined in the space between the expanding inner portion and the flexible outer portion, whereby the inner portion operates in conjunction with the flexible outer portion to cause the volume of the space to progressively decrease thereby to cause the binder within the reinforcement to fully impregnate the reinforcement and to also to cause expulsion of air from within the space.
15. The method of claim 8, wherein the outer portion and the various reinforcing fabric tubular layers are configured to facilitate expulsion of air.
16. The method of claim 8, wherein the resilience of the flexible outer portion assists to yieldingly resist radial expansion of the reinforcing fabric tubular layers.
17. The method of claim 6, wherein the flexible outer casing of the flexible outer portion has less resilience than the inner portion.
18. The method of claim 16, wherein the flexible outer portion has elasticity for the purpose of enhancing control of the rate at which the binder progressively wets the reinforcement.
19. The method of claim 7, wherein the reinforcing fabric comprises reinforcing fabric incorporating reinforcement fibres featuring quadraxial fibre orientations.
20. An elongate hollow structure constructed in accordance with the method of claim 1.
21. An elongate hollow structure of composite construction, comprising: a radially inner portion configured to be expandable, and a flexible radially outer portion, the two portions configured to be merged to provide an integrated tubular wall structure, the flexible outer portion having less resilience than the inner portion so as to yieldingly resist radial expansion of the inner portion, wherein a space exists between the inner and outer portions, and any gas present in the space is arranged to be expelled as the inner portion is expanded.
22. The elongate hollow structure of claim 21, wherein the outer portion is configured as an outer tube of fibre reinforced composite construction surrounded by a flexible outer casing.
23. The elongate hollow structure of claim 22, wherein the fibre reinforced composite construction comprises one or more layers of reinforcing fabric, each configured as a tubular layer disposed about the inner portion.
24. The elongate hollow structure of claim 23, wherein the reinforcing fabric comprises reinforcing fabric incorporating reinforcement fibres featuring quadraxial fibre orientations.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
(1) Example embodiments will become more fully understood from the detailed description given herein below and the accompanying drawings, wherein like elements are represented by like reference numerals, which are given by way of illustration only and thus are not limitative of the example embodiments herein.
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DETAILED DESCRIPTION
(55) Referring to
(56) The pipe 10 is of composite construction, comprising a radially inner portion 11 and a radially outer portion 13, with the two portions 11, 13 merging together to provide an integrated tubular wall structure. In the arrangement illustrated, the outer portion 13 is encased within a protective sheath 14 comprising a hardenable composition 16 such as cement or concrete contained by an outermost skin 18 of any suitable material; such as geotextile cloth. The protective sheath 14 is intended to afford protection to the pipe 10 against compression loading to which it might be exposed once in the installed condition.
(57) The inner portion 11 comprises an inner liner 15 with a layer 17 of resin absorbent material bonded onto one face thereof. The other face of the liner 15 defines the interior surface 19 of the pipe 10. Typically, the liner 15 presents a high gloss surface at the inner face 19. The inner liner 15 may, for example, comprise polyurethane, polyethylene or any other resiliently flexible material which is preferably also impervious to air and also compatible to fluid to be conveyed within the pipe 10. The resin absorbent layer 17 may, for example, comprise felt or flock.
(58) As best seen in
(59) The inner tube 21 defines an inflatable bladder 24 having an inflation cavity 29, the purpose of which will be explained later.
(60) The outer portion 13 is configured as an outer tube 30 of fibre reinforced composite construction surrounded by a flexible outer casing 31. More particularly, the outer tube 30 comprises reinforcement 32 impregnated in a resinous binder. The flexible outer casing 31 is installed around the tube 30 to contain the resinous binder, as will be described in more detail shortly. The flexible outer casing 31 may be formed of any appropriate material, including for example polyethylene. The outer casing 31 may remain in place and ultimately form an integral part of the pipe 10, or it may be subsequently removed after having served its purpose.
(61) The outer casing 31 comprises an outer layer of polyethylene and a fibrous layer bonded onto one face thereof, the arrangement being that the fibrous layer confronts the reinforcement 32. The fibrous layer provides a breather layer and also is ultimately impregnated with the resinous binder for integration of the assembly.
(62) The resinous material which provides the resinous binder may be of any appropriate type; a particularly suitable resinous material comprises thermosetting resin such as epoxy vinyl ester or other suitable resin and thermoplastic resin systems.
(63) The reinforcement 32 comprises one or more layers 33 of reinforcing fabric 34 (as shown in
(64) The reinforcing fabric 34 comprises reinforcing fabric which incorporates reinforcement fibres featuring quadraxial fibre orientations, as shown in
(65) Each reinforcing fabric tubular layer 35 is assembled from a strip 41 of reinforcing fabric material having longitudinal edges 43 which are brought together in overlapping relationship at joint 44 to form the tubular layer 35. The overlapping edges 43 are secured together in any appropriate way to maintain the tubular formation. In this embodiment, the overlapping edges 43 are secured together by hot melt welding using a hot melt adhesive. In
(66) The various tubular layers 35 are oriented such that the respective joints 44 are offset with respect to each other, as shown in
(67) The resinous binder impregnating the reinforcing fabric 34 also impregnates the layer of felt 17 on the inner liner 15 to integrate the outer portion 13 with the inner portion 11.
(68) The reinforcing fabric tubular layers 35 are impregnated with the resinous binder after the tubular layers 35 have been disposed one about another (see for example tubular layers 35a, 35b, 35c in
(69) Typically, air is removed from the reinforcing fabric tubular layers 35 prior to impregnation with the resinous binder.
(70) After the reinforcing fabric tubular layers 35 have been impregnated with the resinous binder, but prior to curing thereof, the inflatable bladder 24 defined by the inner tube 21 is inflated by introduction of an inflation fluid or a gas (such as air) into the inflation cavity 29. This causes the inflatable bladder 24 to expand radially towards the flexible outer casing 31, providing form and shape to the surrounding outer portion 13. In particular, the outer portion 13 assumes a circular profile in cross-section.
(71) The continuous expansion of the inflation cavity 29 within the inflatable bladder 24 as it moves through a compression device 125 (see
(72) The flexible outer casing 31 serves to resist radial expansion of the reinforcing fabric tubular layers 35, thereby causing the reinforcement 32 to be subjected to radial compression. With this arrangement, the reinforcement 32 (which as previously noted comprises one or more layers 33 of reinforcing fabric 34, each layer being configured as a reinforcing fabric tubular layer 35, as shown in
(73) Further, the progressive decrease in volume of the space 45 in which the reinforcement 32 is confined acts to positively expel air (gas) from within the space 45 which has the effect of enhancing impregnation of the resinous binder within the reinforcement 32. The outer casing 31 and the various reinforcing fabric tubular layers 35 may be adapted to facilitate the expulsion of the air. The breather layer defined by the fibrous inner layer of the outer casing 31 facilitates this expulsion of air. Further, the outer casing 31 and the various reinforcing fabric tubular layers 35 may, for example, incorporate a venting means such as vents 48 at intervals along their respective lengths to facilitate expulsion of the air, as shown in
(74) The flexible outer casing 31 may have some resilience in order to yielding resist radial expansion of the reinforcing fabric tubular layers 35 at least to some extent. In this way, the flexible outer casing 31 can cushion the initial stage of the radial expansion of the reinforcing fabric tubular layers 35. In particular, it is desirable that the flexible outer casing 31 have some elasticity. The flexible outer casing 31 may have some elasticity elastic for the purpose of enhancing control of the rate at which the progressively rising pool of resinous binder progressively wets the reinforcement 32. If, on the one hand, the resinous binder rises within the space 45 too rapidly, it may be that full wet-out of fibres in the reinforcement 32 is not achieved. If, on the other hand, the resinous binder rises within the space 45 too slowly, it may be that the resinous binder could commence to cure before full wet-out of fibres in the reinforcement 32 is achieved.
(75) The elastic nature of the flexible outer casing 31 installed around the assembled around the reinforcement 32 functions somewhat as a girdle for controlling external pressure exerted on the rising pool of resinous binder. The elastic characteristic of the flexible outer casing 31 is selected to achieve the desired rate of wet-out. The elastic force exerted by the outer casing 31 provides some counterbalancing of the tension exerted by the inflating bladder 24 defined by the inner tube 21.
(76) The inflatable bladder 24 is maintained in the inflated condition until such time as the resinous binder has hardened sufficiently to maintain the form and shape of the pipe, after which the inflation fluid can be released from the inflation cavity 29. The pipe 10 thus is formed, with the inner liner 15 defining the central flow passage within the pipe.
(77) The inner tube 21 may be preformed, or may be assembled on site as part of the construction process for the pipe 10.
(78) In circumstances where the inner tube 21 is preformed, it may be delivered to site in a collapsed condition. The inner tube 21 may be collapsed in any appropriate way. Typically, the inner tube 21 can assume a collapsed condition by being folded in a folding pattern to provide a compact arrangement in cross-sectional profile. In the arrangement shown in
(79) The reinforcement 32 is assembled about the inner tube 21. In particular, the reinforcing fabric tubular layers 35 are assembled sequentially about the inner tube 21. As described above, each reinforcing fabric tubular layers 35 is assembled from a respective strip 41 of reinforcing fabric material having longitudinal edges 43 which are brought together in overlapping relationship at joint 44 to form the tube structure.
(80) The various tubular layers 35 are arranged in a series 36 comprising an innermost tubular layer 35a, an outermost tubular layer 35b, and one or more intervening tubular layers 35c disposed between the innermost tubular layer 35a and the outermost tubular layer 35b. The tubular layers 35 in the series are of progressively increasing diameters in order to provide a good fit and alignment one with respect to another and thereby afford some precision in the construction of the pipe 10. In order to accommodate the progressively increasing diameters between the tubular layers 35, the respective strips 41 of reinforcing fabric material need to be of different widths, with the widths progressively increasing from the innermost tubular layer 35a to the outermost tubular layer 35b. Each tubular layer 35 is designed to be inflated, unfolded or unfurled to its maximum diameter by the inflation force of the fluid pressing against the inner tube 21 to provide the full expansion of the assembly and the fibres within it to hold the loads of the pipe 10 in operation.
(81) As described above, the various tubular layers 35 in the series 36 are oriented such that the respective joints 44 are offset with respect to each other, as best seen in
(82) Each tubular layer 35 is assembled from its respective strip 41 by progressively moving the strip through a transition from a first condition in which the strip is flat to a second condition in which the strip is in a tubular configuration with the edges 43 in overlapping relation. In
(83) An assembly system 60 is provided for progressively moving the respective strip 41 through the transition from the first (flat) condition to the second (tubular) condition and for securing the overlapping edges 43 together to establish the joint 44 and thus form the tubular layer 35. As the strip 41 moves through the transition from the first (flat) condition to the second (tubular) condition it progressively envelopes the inner tube 21.
(84) The assembly system 60 comprises a guide system 61 for progressively moving the respective strip 41 through the transition from the first (flat) condition to the second (tubular) condition. The guide system 61, which is best seen in
(85) As the strip 41 is being assembled into the tubular configuration to form the tubular layer 35, the inner tube 21 is also moving along the guide path 66 from the entry end 64 and the exit end 65. In this way, the tubular layer 35 can be assembled about the inner tube 21 and thereby envelopes it.
(86) Similarly, the innermost intervening tubular layer 35c can be assembled about tubular layer 35a and the inner tube 21 about which the latter is formed, and then any other intervening tubular layers 35c and ultimately the outermost tubular layer 35b can be assembled about the preceding tubular layers 35.
(87) The tubular structure 67 may incorporate means for attracting and holding the strip 41 against the guide surface 67a. Such means may comprise a suction system incorporating a plurality of holes in the guide surface 67a to which suction is applied to draw the strip 41 into contact with the guide surface as the strip moves along the guide path 66.
(88) The assembly system 60 further comprises a guide roller 70 about which the respective strip 41 turns in its path from the reel 56 to the entry end 64 of the tubular structure 67 in order to align the strip 41 correctly for entry into the tubular structure 67.
(89) The assembly system 60 further comprises a bonding system 71 for securing the overlapping edges 43 together to establish the joint 44 and thus complete formation of the tubular layer 35. The bonding system 71, which is shown in
(90) The bonding system 71 further comprises means 76 for bringing the overlapping edges 43 together with the hot melt adhesive therebetween to establish the joint 44. In the arrangement shown, such means 76 comprises a press 77 for pressing the overlapping edges 43 together. The press 77 comprises two cooperating press rollers 78 between which the overlapping edges 43 pass to be pressed together to establish the joint 44 by way of the hot melt adhesive. While not shown in the drawings, the assembly system 60 may further comprise means for facilitating rapid setting of the holt melt adhesives Such means may comprise an arrangement to deliver a cooling agent, such as cold air, to the area at and around the joint 44.
(91) The construction process of the pipe 10 according to the embodiment will now be described in more detail. In this embodiment, the pipe 10 is constructed on a continuous basis and progressively laid into a trench 79 which has been dug to receive the pipe. The pipe 10 is laid in the trench 79 prior to curing of the resinous binder which impregnates the reinforcing fabric 34 and also the layer of felt 17 on the inner liner 15. The curing occurs after laying of the pipe 10 within the trench 79. In this way, the pipe 10 is in a flexible condition to facilitate it being guided into the trench and laid into position, and hardens once in position.
(92) Referring in particular to
(93) The mobile installation plant 80 comprises a pipe assembly line 82, as shown in
(94) Referring to
(95) The assembly line 82 further comprises one or more supplies of material 91, each in strip form and stored in roll form 55 on respective reels 56. In the arrangement shown in
(96) The reinforcing fabric tubular layers 35 and the inner tube 21 provide a tube structure 100. The tube structure 100 is conveyed to a third station 103 at which it is compressed between compression rollers 105 to extract air therefrom and force the resinous binder into direct contact with the reinforcement 32 and the adjacent layer 17 of resin absorbent material.
(97) The tube structure 100 is then conveyed to a fourth station 105 at which it is impregnated with the resinous binder. In the illustrated arrangement, the tube structure 100 is passed through a resin bath 107, circulating between rollers 109 to work the resinous binder into the felt 17 and the reinforcing fabric 34. At least some of the rollers 109 are driven to assist movement of the tube structure 100.
(98) The tube structure 100 is then conveyed to a fifth station 111 at which is engaged by doctor rollers 113 to remove excess resinous binder which can be collected in a catchment zone 115.
(99) The tube structure 100, which is now impregnated with resinous binder, is then conveyed to a sixth station 117 at which the flexible outer casing 31 is installed to complete assembly of the tube structure 100. Referring now to
(100) The compression device 125 also functions to apply traction to the assembled tube structure 100 to convey it along its path.
(101) The section 100a of the assembled tube structure 100 beyond the compression device 125 is expanded by introduction of inflation fluid or a gas such as air into the interior thereof which defines the inflation cavity 29. This causes the assembled tube structure 100 to expand both radially and axially, providing form and shape thereto. The expansion of the assembled tube structure 100 stretches the reinforcing fabric tubular layers 35 in all directions, serving to enhance hoop stress and axial stress bearing properties of the pipe 10. In particular, the expansion serves to pre-stress fibres within the reinforcing fabric tubular layers 35 to enhance hoop stress bearing properties and also axially tensions the reinforcing fabric tubular layers 35 to pre-stress fibres therein axially to enhance tensile load bearing properties of the pipe 10.
(102) The inflation fluid cannot escape from the inflation cavity 29 because the end is closed by the chocked zone 123 of the assembled tube structure 100 as previously explained. In other words, the compression device 125 functions as a valve to close the interior of the tubular structure 100 to prevent the escape of inflation fluid from the inflation cavity 29. Further, the compression device 125 acts as a brake to hold the expansion loads imposed by the inflation of the inner tube 21 with an inflation fluid. Still further, the compression device 125 acts as a drive to start the process before the inflation begins.
(103) As described previously, the flexible outer casing 31 serves to resist radial expansion of the reinforcing fabric tubular layers 35, thereby causing the reinforcement 32 to be subjected to radial compression. The reinforcement 32 is confined in the space 45 between the expanding inner tube 21 and the flexible outer casing 31. The radially expanding inner tube 21 operates in conjunction with the flexible outer casing 31 to cause the volume of the space 45 in which the reinforcement 32 is confined to progressively decrease. This forces the resinous binder within the reinforcement 32 to progressively rise within the space 45 displacing the air and ultimately fully impregnate the reinforcement 32; that is, the layers 33 of reinforcing fabric 34 configured as the tubular layer 35 become fully wetted-out. In this way, the resinous binder is forced through the layers 33 of reinforcing fabric 34 to distribute the resinous binder within the space 45 in a controlled and constrained manner.
(104) It is a particular feature of the embodiment that the step of delivering resinous binder to the reinforcement 32, and the step of fully wetting out the reinforcement 32 with the resinous binder, are separate and distinct actions. Specifically, resinous binder is introduced into the tube structure 100 before the latter passes through the compression device 125, and the resinous binder is caused to fully wet-out the reinforcement 32 following the introduction of inflation fluid into the inflation cavity 29 after the tubular structure 100 has passed through the compression device 125.
(105) Further, the progressive decrease in volume of the space 45 in which the reinforcement 32 is confined acts to positively expel air from within the space 45 which has the effect of enhancing impregnation of the resinous binder within the reinforcement 32, as previously described.
(106) At this stage the resinous binder has not cured and so the section 10a of the pipe 10 assembled in a mobile installation plant 80 is in a flexible condition. The uncured section 10a of the pipe 10 leaves the mobile installation plant 80 and is guided into the trench 79, as previously mentioned. The pipe 10 may be cured within the trench 79 is any appropriate way. In the arrangement illustrated, the curing unit 81 progressively moves along the trench 79 to expose the recently laid section of the pipe to a curing action.
(107) The assembled tube structure 100 is maintained in the inflated condition until such time as the resinous binder has hardened sufficiently to maintain the form and shape of the pipe 10, after which the inflation fluid can be released from the inflation cavity 29. The pipe 10 thus is formed, with the inner liner 15 defining the central flow passage within the pipe.
(108) Because the tube structure 100 is assembled progressively as described, it can be considered to have a commencement end 133 and a terminal end 135. Typically, the inflation fluid such as air for the inner tube 21 is introduced through the commencement end 133 of the tube structure 100.
(109) The commencement end 133 is shown in
(110) The flange portion 137 has provision 141 for communication with a fluid line 142 for delivery of inflation fluid into the inner tube 21. In the arrangement shown, the provision 152 includes a port 143 through which the delivery end section of the fluid line 142 extends.
(111) The terminal end 135 is shown in
(112) In circumstances there may be a requirement for the end section of the tube structure 100 adjacent to the terminal end 135 to be of a specific cross-sectional profile. In such circumstances, a profile forming system 146 may be utilised, as shown in
(113) It is a particular feature of the embodiment that the step of delivering resinous binder to the reinforcement 32 and the step of fully wetting out the reinforcement 32 with the resinous binder are separate and distinct actions. Specifically, the resinous binder is delivered to the reinforcement 32 prior to passage of the tube structure 100 through the compression device 125. The inner tube 21 is inflated after the tube structure 100 has passed through the compression device 125.
(114) Referring now to
(115) The second embodiment does not use a resin bath (as was the case in the first embodiment) for impregnating the tube structure 100 with the resinous binder. Rather, resinous binder is delivered to the assembled tube structure 100.
(116) Referring to
(117) Resinous binder is delivered into the flexible outer casing 31 through open end 161 thereof. The resinous binder is delivered along delivery line 163 which extends into the flexible outer casing 31 through the open end 161 and has an outlet end 162 disposed inwardly of the open end 161. The delivery line 163 receives the resin from a reservoir 165 such as a supply tank. A pump 167 is provided for pumping the resin along the delivery line 163 from the reservoirs 165 to the outlet end 162. Resinous binder is delivered into the flexible outer casing 31 tends to a pool 171 at the bottom of the tube 159 which provides the outer casing 31.
(118) The assembled tube structure 100 is compressed to define the choked zone 123 by the compression device 125 comprising the two endless drives 127. The opposing elements 131 (such as cleats) on the two endless drives 127 cooperate to pinch the tube structure 100 and close it against the passage of air while allowing the impregnated resinous binder confined within the flexible outer casing 31 to pass through the choke passage 129. The action of the cooperating elements 131 serves to pinch the assembled tube structure 100, together with the outer casing 31, at intervals. This causes the resinous binder, which is contained in the outer casing 31 and which is pooling at the bottom thereof, to collect in puddles in the sections of the outer casing 31 between each set of cooperating elements 131, as shown in
(119) As the assembled tube structure 100 progressively moves beyond the compression passage 129 defined by the device 125, the pool 171 of resinous binder progressively rises in the annular space 45 between the inner liner 21 and the surrounding flexible outer casing 31. This occurs because the expanding inner tube 21 progressively reduces the cross-sectional size of the annular space 45, thereby causing the level of the pool 171 of resinous binder to progressively rise. This is depicted schematically in
(120) The surface 177 of the progressively rising pool 171 forms a wave profile as depicted by line 179 in
(121) The progressively rising pool 171 of resinous binder progressively wets the reinforcement 32 and the adjacent resin absorbent layer 17 of the inner liner 21. Ultimately, the assembled tube structure 100 is fully impregnated with resinous binder.
(122) Referring now to
(123) The pipe assembly line 150 used for the second embodiment employed a flexible outer casing 31 installed around the assembled outer tube structure 100 to contain the resin binder and establish the progressively rising pool 171 of resinous binder for progressively wetting the assembled tube structure 100.
(124) The pipe assembly line 200 used for the third embodiment also employs an flexible outer casing 31 to contain the resin binder within the assembled outer tube structure 100 and establish the progressively rising pool 171 of resinous binder.
(125) In this third embodiment, the flexible outer casing 31 is elastic for the purpose of enhancing control of the rate at which the progressively rising pool 171 of resinous binder progressively wets the assembled tube structure 100. If, on the one hand, the pool 171 of resinous binder rises within the annular space 45 too rapidly, it may be that full wet-out of fibres in the assembled tube structure 100 is not achieved. If, on the other hand, the pool 171 of resinous binder rises within the annular space 45 too slowly, it may be that the resinous binder could commence to cure before full wet-out of fibres in the assembled tube structure 100 is achieved.
(126) The elastic nature of the flexible outer casing 31 functions somewhat as a girdle for controlling external pressure exerted on the rising pool 171 of resinous binder. The elastic characteristic of the flexible outer casing 31 is selected to achieve the desired rate of wet-out. The elastic force exerted by the outer casing 31 provides some counterbalancing of the tension exerted by the inflating inner tube 21.
(127) In this embodiment, the tube structure 100 is compressed prior to installation of the elastically flexible outer casing 31 to complete assembly of the tube structure. In the arrangement shown, the compression of the tube structure 100 is achieved by passing it through a constriction 180 which is configured as a funnel.
(128) Referring now to
(129) In this fourth embodiment, resinous binder is delivered to the various tubular layers 35 forming the reinforcement 32 during assembly of the tube structure 100, rather than using a resin bath as was the case in the first embodiment. The tube structure 100 is progressively assembled by forming the reinforcing fabric tubular layers 35 about the inner tube 21, with each tubular layer 35 being formed from respective strip 41 within the respective assembly system 60, as shown in
(130) In certain applications, there may be a need to facilitate a relatively rapid wet-out of the reinforcement 32 and the adjacent resin absorbent layer 17 of the inner liner 21, rather than relying solely on progressively rising pool of resinous binder as described in previous embodiments. Such an application may, for example, relate to a pipeline installation in which the tube structure 100 has an inclined section in which the resinous binder would migrate downwardly under the influence of gravity and not achieve a satisfactory wet-out the reinforcement 32 and the adjacent resin absorbent layer 17 of the inner liner 21.
(131) Referring now to
(132) In the arrangement shown the tube structure 100 has a section 401 thereof which is steeply inclined to an extent that the resinous binder would migrate downwardly under the influence of gravity and not achieve a satisfactory wet-out of the reinforcement 32 and the adjacent resin absorbent layer 17 of the inner liner 21.
(133) The pipe assembly line 400 incorporates apparatus 403 to facilitate a relatively rapid wet-out of the reinforcement 32 and the adjacent resin absorbent layer 17 of the inner liner 21.
(134) The apparatus 403 comprises a plurality of roller arrays 405 disposed in spaced apart relation. Each roller array 405 comprises a plurality of rollers 407 arranged in an annular formation 409 defining a central circular space 411 through which the assembled tube structure 100 can pass in a constricted condition.
(135) Each roller array 405 comprises a central axle 413 configured as a ring upon which the respective rollers 407 are rotatably mounted. The rollers 407 are disposed angularly one with respect to another because of the ring configuration of the central axle 413. The rollers 407 are also located close together. Because of the angular disposition and close positioning of the rollers 407, the cylindrical rolling surfaces 415 of the rollers 407 cooperate at the inner side 416 of the annular roller array 405 to present a rolling contact surface 417. Additionally, gaps 419 are formed between adjacent rollers 407 at the outer side 420 of the annular array 405.
(136) The roller arrays 405 are spaced axially one with respect to another, with spaces 421 defined between each two adjacent roller arrays.
(137) The rings 415 are connected one to another to maintain the roller arrays 405 in position. In the arrangement shown, the axles 413 are connected together by connecting rods 423. The presence of the gaps 419 between adjacent rollers 407 at the outer side 420 of the annular roller array 405 provides access for attachment of the connecting rods 423 to the axles 413.
(138) The apparatus 403 is adapted to be progressively moved along the assembled tube structure 100 once the inner tube 21 has been inflated. In the arrangement shown in
(139) Typically, the apparatus 403 is pulled along the assembling tube structure 100 closely behind the compression device 125.
(140) The apparatus 403 may also be adapted to impart vibration to the tube structure 100 to excite the resinous binder and enhance the wetting process.
(141) With this arrangement, the tube structure 100 is subjected to manipulation akin to a peristaltic pressing action when passing through the apparatus 403, as depicted schematically in
(142) The preceding example embodiments have been described with reference to construction of the pipe 10 which is progressively laid into a trench dug to receive the pipe.
(143) The example embodiments of the present invention, including the pipe according to various embodiments which have been described and illustrated, is not limited a pipe which is and progressively laid into a trench dug to receive the pipe.
(144) The pipe may be adapted to be laid on the ground, either directly or indirectly in a support arrangement such as suspension cradles disposed along its length. The pipe may also be supported in an elevated condition, such as for example in an installation in an industrial or chemical plant.
(145) It is a particular feature of the pipe constructed in accordance with the example embodiments of the present invention that it can be constructed and then installed in position prior to curing of the resinous binder. In this way, the pipe may be in a flexible condition to facilitate it being guided into an installation position, with the pipe subsequently becoming rigid once in position upon curing of the resinous binder. With this arrangement, the pipe while in the flexible condition can be carried or otherwise conveyed into intended position and then installed prior to curing of the resinous binder.
(146) Such an arrangement may be particularly advantageous in circumstances where a pipe in required to follow a path weaving around one or more obstructions or to otherwise follow a tortuous path. This can be a common occurrence for pipelines in industrial or chemical plant.
(147) Referring now to
(148) The bend section 503 is configured as a gentle curve having an outer side 507 and an inner side 509. The flexible outer casing 31 stretches on the outer side 507, and contracts on the inner side 509, to accommodate the curvature. The fibres within the reinforcement 32 are able to slip to also accommodate the curvature and spread the load.
(149) The bend section 505 is configured as a tight curve having an outer side 511 and an inner side 513. The bend section 505 is formed by removing sections of the assembled tubular structure 100 adjacent the inner side 513, as shown in
(150) In certain applications there may be a need for the pipe 10, or at least a section of the length thereof, to be flexible after construction of the pipe and curing of the resinous binder. Such an application may involve a pipe 10 which provides a flexible pipeline extending between an underwater location and a facility at the water surface.
(151) A pipe 10 according to a seventh example embodiment, which is shown in
(152) The installation plant 600 assembles the tubular structure 100 is a manner similar to the previous embodiments. In this embodiment, the installation plant 600 employs apparatus 403 to facilitate a relatively rapid wet-out of the reinforcement 32 and the adjacent resin absorbent layer 17 of the inner liner 21, as described previously in relation to the fifth embodiment. Additionally, the installation plant 600 has a support structure 605 to support the assembled tubular structure 100 as it is laid into the water 601.
(153) In this embodiment, the resinous binder used in the construction of the pipe 10 hardens but to a more flexible state (as opposed to hardening to a rigid state as was typically the case with previous embodiments). Specifically, the resinous binder remains flexible after curing in order to provide the pipe 10 with the required flexibility. Resinous binders and other binding agents suitable for such purpose are well known in composite construction techniques and examples of which include rubber modified polyester, rubber modified vinyl ester, rubber modified epoxy and polyurethane. In this embodiment, rubber modified vinyl ester is preferred as the resinous binder, as it has high shear strength and good inter-laminar bonding but also affords the structure some ability to yield to accommodate movement.
(154) Because of the need for the assembled tubular structure to descend in the water as the pipe 10 is laid, it may not be appropriate to use air as the inflation fluid for the inner liner 21 as air may provide undesirable buoyancy to the assembled tubular structure. In this embodiment, water is used as the inflation fluid. The water acting as the inflation fluid is sourced from the surrounding body of water 601. In the arrangement shown, the bottom of the descending tubular structure (being its commencement end 133) has a fitting 607 through which water can be pumped into the tube structure 100 to inflate the inner liner 21. The inflation fluid is introduced to establish and maintain a level above the water surface 603 in order to establish a pressure head for pressurising the water sufficiently to inflate the liner 21 as necessary. The level of the water within the tube structure 100 above the water surface 603 is identified by reference numeral 611.
(155) In this embodiment, the compression device 125 functions as a brake system to control the descent of the assembled tube structure 100 rather than applying traction for movement relative to the tubular structure as was the case with preceding embodiments.
(156) The preceding example embodiments have related to construction of pipes of a length to constitute a pipeline extending continuously between two distant locations. The invention need not, however, be limited to construction of such long pipes. Indeed the invention may have application in the production of other pipes, such as for example production of pipes which are adapted to be connected one to another to form a pipeline and as such are typically of shorter length for handling and installation as individual units. The production of such pipes may be accommodated within a production facility such as a factory.
(157) The next example embodiment, which is not shown in the drawings, is directed to such a pipe. The embodiment is similar in some respects to previous embodiments and corresponding terminology is thus adopted in the description of the embodiment.
(158) In this embodiment, the inner portion is placed on a core (such as a mandrel) adapted for axial and radial expansion, and the outer portion is positioned about the inner portion to provide an assembled tube structure. The outer portion may be positioned about the inner portion before, during, or after placement of the inner portion on the core. The resinous binder impregnating the reinforcing fabric of the outer portion also impregnates the layer of felt on the inner liner to integrate the outer portion with the inner portion, as was the case with earlier embodiments. Prior to curing of the resinous binder, the core is expanded, thereby causing the assembled tube structure to expand both radially and axially, providing form and shape thereto. The expansion of the assembled tube structure stretches the reinforcement in the outer portion in all directions, serving to enhance hoop stress and axial stress bearing properties of the pipe 10, as was the case with previous embodiments. The assembled tube structure 100 can then be removed from the core once the resinous binder has cured sufficiently, thereby providing the pipe.
(159) In this embodiment, the core is used to expand the assembled tube structure both radially and axially, rather than an inflation fluid as was the case with the earlier embodiments.
(160) In another arrangement, a relatively short pipe can be produced by producing a pipe in accordance with any one of the first, second or third embodiments and then cutting the pipe into sections each constituting a short pipe.
(161) A pipe in accordance with any of the preceding example embodiments may require a coupling at one or both of its ends. The coupling may be required to couple the pipe to other pipe in a pipeline, or to connect the pipe to another component (such as a filters, pump and valve). Further, it may be necessary to fit a coupling to a pipe at the start and end of a construction run in which the pipe is produced.
(162) The couplings may be fitted to the pipe ends in any appropriate way. One way may involve a coupling device having an anchoring portion and a coupling portion, the anchoring portion being configured for attachment to the pipe and the coupling portion presenting a coupling part (such as a coupling flange) for attachment to a corresponding coupling part on another other pipe or component to which the pipe is to be coupled.
(163) The anchoring portion may be adapted to be embedded in the adjacent end of the pipe 10. The anchoring portion may be configured to key with the pipe. The keying may be achieved in any suitable way, such as by provision of formation which keys with the outer portion 13 of the pipe 10. The formation may comprise lateral protrusions such as pins which key with the reinforcement 32 and the resinous binder impregnated therein. Alternatively, or additionally, the formation may comprise holes into which the reinforcement 32 and the resinous binder impregnated therein can locate to effect the keying action. Further, fibres in the reinforcement 32 can be wound about, inserted through, or otherwise attached to the formation to assist in securing the anchoring portion in position.
(164) The preceding embodiments have related to construction of composite tubular structures configured as pipes.
(165) The example embodiments of the present invention may have application to construction of any appropriate tubular structure, including for example, various tubular objects, elements, parts or other formations. The tubular structures may include structural elements such as shafts, beams and columns. The tubular structures may also include hollow structural sections of composite construction and also tubing.
(166) Such tubular structures may be constructed in any appropriate way. A particularly convenient way of constructing such tubular structures may be similar to the process described in relation to an earlier embodiment involving a core (such as a mandrel) adapted for axial and radial expansion, and the outer portion is positioned about the inner portion to provide an assembled tube structure which constitutes the tubular structure.
(167) The feature of applying vibration to the assembled tube structure 100 to excite the resinous binder and enhance the wetting process may be used in relation to the construction of any of the elongate hollow structures according to the invention.
(168) From the foregoing it is apparent that it is a particular feature of the embodiments described that the step of delivering resinous binder to the reinforcement 32, and the step of fully wetting out the reinforcement 32 with the resinous binder, are separate and distinct actions. Specifically, resinous binder is introduced into the tube structure 100 before the latter passes through the compression device 125, and the resinous binder is caused to fully wet-out the reinforcement 32 following the introduction of inflation fluid into the inflation cavity 29 after the tube structure 100 has passed through the compression device 125.
(169) Further, the progressive decrease in volume of the space 45 in which the reinforcement 32 is confined acts to positively expel air from within the space 45 which has the effect of enhancing impregnation of the resinous binder within the reinforcement 32, as previously described.
(170) It should be appreciated that the scope of the invention is not limited to the scope of the example embodiments described.
(171) Throughout the specification and claims, unless the context requires otherwise, the word comprise or variations such as comprises or comprising, will be understood to imply the inclusion of a stated integer or group of integers but not the exclusion of any other integer or group of integers.