WO1996018064A1 - Pipe assembly - Google Patents

Pipe assembly Download PDF

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Publication number
WO1996018064A1
WO1996018064A1 PCT/GB1995/002809 GB9502809W WO9618064A1 WO 1996018064 A1 WO1996018064 A1 WO 1996018064A1 GB 9502809 W GB9502809 W GB 9502809W WO 9618064 A1 WO9618064 A1 WO 9618064A1
Authority
WO
WIPO (PCT)
Prior art keywords
pipe
sleeve
sections
assembly according
corrosion resistant
Prior art date
Application number
PCT/GB1995/002809
Other languages
French (fr)
Inventor
Peter James Boatman
Original Assignee
Al-Qudaibi, Suliman, Ahmed
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Al-Qudaibi, Suliman, Ahmed filed Critical Al-Qudaibi, Suliman, Ahmed
Priority to US08/849,485 priority Critical patent/US5971440A/en
Priority to EP95938520A priority patent/EP0796407A1/en
Priority to JP8517393A priority patent/JPH10510036A/en
Priority to NZ296162A priority patent/NZ296162A/en
Priority to AU39885/95A priority patent/AU691694B2/en
Priority to BR9509953A priority patent/BR9509953A/en
Publication of WO1996018064A1 publication Critical patent/WO1996018064A1/en

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
    • F16L58/02—Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
    • F16L58/04—Coatings characterised by the materials used
    • F16L58/10—Coatings characterised by the materials used by rubber or plastics
    • F16L58/1009—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L21/00—Joints with sleeve or socket
    • F16L21/02—Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
    • F16L58/18—Protection of pipes or pipe fittings against corrosion or incrustation specially adapted for pipe fittings
    • F16L58/185—Protection of pipes or pipe fittings against corrosion or incrustation specially adapted for pipe fittings for joints with sleeve or socket

Definitions

  • This invention relates to a pipe assembly, and particularly a corrosion resistant pipe assembly adapted for use with liquids having high chemical concentrations or of a corrosive nature and in ground having a
  • Pipes are either laid in the ground by cutting an open trench, or are laid at increased depths by
  • Pipes which are corrosion resistant, such as glass reinforced plastics or rigid PVC pipes, are classed as flexible pipes and rely on the surrounding ground to provide their strength. As a result, after laying the pipes, back filling has to be carried out fairly carefully using special graded materials. In areas with a high water table, or if construction takes place at a later date near the pipes, the ground surrounding the pipes can be disturbed, so removing the support for the pipes.
  • the nature of the ground is such that the pipes have to withstand possible attack from corrosive elements in the surrounding soil and are subject to high relative movements between adjacent pipe sections. Often they can be subject to not being laid in accordance with manufacturer's recommendations.
  • a pipe having an inner section formed of a corrosion resistant material, an outer section formed of a material designed to withstand external forces applied to the pipe, and a sleeve located between the inner and outer sections to sealingly overlie a free end of the inner section, the sleeve being formed of a corrosion resistant material.
  • the inner section is moulded from a glass reinforced plastics material, preferably a
  • the sleeve is
  • a glass reinforced plastics material for example a material formed of a corrosion resistant resin with corrosion resistant glass fibre.
  • the outer section is formed of polymer concrete, for example formed from synthetic resin and inorganic fillers.
  • the polymer concrete may be formed with an abrasion resistant outer face, for example of glass reinforced plastics material such as a synthetic resin with glass fibre.
  • a pipe assembly comprising a plurality of inner pipe sections for end to end arrangement, each inner pipe section being formed of a corrosion resistant material, and a plurality of outer pipe sections for end to end arrangement surrounding the inner pipe sections, the outer pipe sections each being formed of a material designed to withstand external forces applied to the assembly, and at least one sleeve for sealingly surrounding the joint, the sleeve being formed of a corrosion resistant material.
  • the inner pipe sections are each moulded from a glass reinforced plastics material, preferably a material formed of a corrosion resistant resin and corrosion resistant glass fibre.
  • the or each sleeve is preferably also moulded from a glass
  • reinforced plastics material for example a material formed of a corrosion resistant resin with corrosion resistant glass fibre.
  • the outer pipe sections are each formed of polymer concrete, for example formed from synthetic resin and inorganic fillers.
  • the polymer concrete may be formed with an abrasion resistant outer face, for example of glass reinforced plastics material such as a synthethic resin with glass fibre.
  • the respective sleeve may be arranged to overlie each side of the joint, and at least one seal may be provided between the sleeve and each side of the joint.
  • Each seal may be chemically resistant, and may be formed of rubber, for example a hydrofluoric rubber or an EPDM rubber.
  • a packer may be provided for locating between the adjacent ends of the respective pipe sections, and the packer may be formed of wood.
  • Said one sleeve may be provided for sealingly surrounding the joint between the or each pair of outer pipe sections.
  • the or each outer sleeve is preferably formed of a glass reinforced plastics
  • material for example formed from corrosion resistant resin with corrosion resistant glass fibre, and may locate in respective recesses in the outer faces of the outer pipe sections.
  • Each of the inner pipe sections may be provided at its inner surface with a homogeneous lining formed from a chemically resistant resin together with glass fibre.
  • the present invention yet further provides a method of assembling a pipe comprising providing a plurality of inner pipe sections each formed of a corrosion resistant material, forming a plurality of outer pipe sections surrounding the inner pipe sections, the outer pipe sections each being formed of a material designed to withstand external forces applied to the assembly and sealingly surrounding the joint with a sleeve which is formed of a corrosion resistant
  • fig. 1 is a sectional view through part of one embodiment of a sewage pipe assembly prior to adjacent pipe sections being interconnected;
  • Fig. 2 is a sectional view through part of another embodiment of a sewage pipe assembly with adjacent pipe sections interconnected.
  • FIG. 1 of the drawings there is shown a joint area between an intended end to end connection between a pair of sewage pipe sections, prior to the sections being joined together.
  • An inner or liner pipe has two sections 10, 12 intended to be in end to end alignment, each section 10, 12 being formed of a corrosion resistant material sufficient to withstand the high chemical concentrations to be found in sewage in certain conditions.
  • the sections 10, 12 are preferably each formed of a moulded glass reinforced plastics (GRP) material, for example a corrosion resistant resin such as a vinylester resin with corrosion resistant glass fibre.
  • GRP moulded glass reinforced plastics
  • each section 10, 12 may be formed of a moulded glass reinforced plastics
  • the sections 10, 12 can be formed as filament wound pipes with a minimum thickness of 6 mm.
  • a sleeve 14 surrounds the joint between the sections 10, 12 and overlies the ends of the latter, the sleeve 14 preferably being formed of a corrosion
  • a moulded GRP material for example a moulded GRP material.
  • the latter material may be formed from a
  • the sleeve 14 sealingly surrounds the joint between the pipe sections 10, 12 by means of a pair of rubber sealing rings 16 between the sleeve 14 and each of the sections 10, 12.
  • the seals 16 are preferably formed of a chemically resistant rubber, and may be of a hydrofluoric rubber or EPDM.
  • a GRP pipe formed by the sections 10, 12 is given sufficient strength by the provision of an outer pipe formed of a strength giving material such as polymer concrete, the outer pipe being illustrated in the drawing as having two pipe sections 18, 20 arranged to locate in end to end alignment, with the joint therebetween being off-set from the joint between the inner pipe sections 10, 12.
  • the outer pipe section 18 has an annular recess 21 on its inner face in which to locate the sleeve 14.
  • the polymer concrete sections 18, 20 are moulded around the respective GRP pipe sections 10. 12. During moulding, shuttering for the polymer concrete is coated with a synthetic resin glass fibre reinforcement which provides extra strength and an abrasion or scratch resistant outer face to the outer pipe sections 18, 20.
  • the outer faces of the pipe sections 18. 20 may be recessed adjacent the joint area whereby an outer sleeve (not shown) can sealingly locate therein, such an outer sleeve preferably being formed of a GRP material, for example of a corrosion resistant resin such as a
  • the GRP of the inner pipe can withstand high chemical concentrations with toxic liquids passing therethrough, the sleeve 14 preventing seepage of liquid and being able to withstand chemical attack by any liquids passing through the joint in the pipe sections 10, 12.
  • the increased strength of polymer concrete enables the assembled pipe to withstand jacking forces without a large and heavy assembled pipe as would otherwise be required.
  • the polymer concrete is also resistant to chemical attack from the basically saline surrounding soil, when used for example in Middle East countries.
  • the use of the external sleeve further prevents the ingress of ground water into the assembled pipe, and in addition affords much greater shear
  • Fig. 2 of the drawings like reference numbers are used for like parts with the first embodiment shown in Fig. 1.
  • the sleeve 14 is omitted, and one pair of the rubber sealing rings 16 seals the joint directly between the sections 10, 12.
  • the outer faces of the pipe sections 18, 20 are recessed adjacent the joint area, each recess being stepped in a direction away from the joint to provide a first recessed section 24 at the joint, and a second, more shallow, recessed section 26.
  • An outer sleeve 28 locates across the joint in the recesses, with a first sealing ring 30 being located in each recessed section 24 between the sleeve 28 and the respective pipe section 18, 20, and a second sealing ring 32 being located in each of the recessed sections 26 to locate between a respective end of the sleeve 28 and an end shoulder 34.
  • the sleeve 28 is preferably formed of a GRP material, for example of a corrosion resistant resin such as a vinylester resin with corrosion resistant glass fibre.
  • the pipe of Fig. 2 may omit the sleeve 28 and associated recesses in the outer face, to be used as a standard jacking pipe, or may be profiled at the
  • the pipe of Fig. 2 may also be
  • the use of polymer concrete together with GRP components can result in a 50? ⁇ increase in strength of the assembled pipe in relation to a polymer concrete pipe.
  • the resultant pipe is as rigid as a concrete pipe but does not require to have steel reinforcement.
  • a polymer concrete pipe without GRP elements can only work at low pressures, but with GRP elements, the assembled pipe can work at high pressures, for example 2500 psi, and can also withstand vacuum.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Stored Programmes (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Supports For Pipes And Cables (AREA)
  • Joints Allowing Movement (AREA)

Abstract

A pipe is assembled from sections (10, 12) of a liner pipe formed of a moulded glass reinforced plastics material (GRP). A sleeve (14), also of moulded GRP, sealingly surrounds the joint between the sections (10, 12). An outer pipe of polymer concrete is formed in sections (18, 20) on the liner pipe sections (10, 12) to surround the latter together with the sleeve (14). The sections (18, 20) have a packer (22) provided between adjacent ends, and the joint is offset from the joint between the liner pipe sections (10, 12). The GRP of the liner pipe can withstand high chemical concentrations in toxic sewage, the sleeve (14) preventing seepage of sewage and being able to withstand chemical attack by any passing through the inner joint. The polymer concrete enables the pipe to withstand jacking forces, and is also resistant to chemical attack from a basically saline surrounding soil.

Description

Pipe Assembly
This invention relates to a pipe assembly, and particularly a corrosion resistant pipe assembly adapted for use with liquids having high chemical concentrations or of a corrosive nature and in ground having a
corrosive nature.
Pipes are either laid in the ground by cutting an open trench, or are laid at increased depths by
micro-tunnelling where the pipes are jacked through the ground. The pipes in the latter case have to be strong enough to withstand the forces imposed by jacking, and in each case have also to be strong enough to withstand the inherent ground forces. In conditions where the pipe contents have a high chemical concentration or are of a corrosive nature, the pipes cannot be made of conventional materials, which are incapable of
withstanding chemical attack by the contents such as raw sewage, and sea water.
Pipes which are corrosion resistant, such as glass reinforced plastics or rigid PVC pipes, are classed as flexible pipes and rely on the surrounding ground to provide their strength. As a result, after laying the pipes, back filling has to be carried out fairly carefully using special graded materials. In areas with a high water table, or if construction takes place at a later date near the pipes, the ground surrounding the pipes can be disturbed, so removing the support for the pipes.
To overcome this, thicker pipes could be used, but this becomes expensive. Alternatively, glass reinforced plastics pipes incorporating sand with a glass fibre reinforcement have been used, but these are not very corrosion resistant, and the sand incorporated causes the laminate to break down so that they are not suitable for use at pressure.
Also in some countries, the nature of the ground is such that the pipes have to withstand possible attack from corrosive elements in the surrounding soil and are subject to high relative movements between adjacent pipe sections. Often they can be subject to not being laid in accordance with manufacturer's recommendations.
According to the present invention there is provided a pipe having an inner section formed of a corrosion resistant material, an outer section formed of a material designed to withstand external forces applied to the pipe, and a sleeve located between the inner and outer sections to sealingly overlie a free end of the inner section, the sleeve being formed of a corrosion resistant material.
Preferably the inner section is moulded from a glass reinforced plastics material, preferably a
material formed of a corrosion resistant resin and corrosion resistant glass fibre. The sleeve is
preferably also moulded from a glass reinforced plastics material, for example a material formed of a corrosion resistant resin with corrosion resistant glass fibre.
Preferably also the outer section is formed of polymer concrete, for example formed from synthetic resin and inorganic fillers. The polymer concrete may be formed with an abrasion resistant outer face, for example of glass reinforced plastics material such as a synthetic resin with glass fibre.
According to the present invention there is further provided a pipe assembly comprising a plurality of inner pipe sections for end to end arrangement, each inner pipe section being formed of a corrosion resistant material, and a plurality of outer pipe sections for end to end arrangement surrounding the inner pipe sections, the outer pipe sections each being formed of a material designed to withstand external forces applied to the assembly, and at least one sleeve for sealingly surrounding the joint, the sleeve being formed of a corrosion resistant material.
Preferably the inner pipe sections are each moulded from a glass reinforced plastics material, preferably a material formed of a corrosion resistant resin and corrosion resistant glass fibre. The or each sleeve is preferably also moulded from a glass
reinforced plastics material, for example a material formed of a corrosion resistant resin with corrosion resistant glass fibre.
Preferably also the outer pipe sections are each formed of polymer concrete, for example formed from synthetic resin and inorganic fillers. The polymer concrete may be formed with an abrasion resistant outer face, for example of glass reinforced plastics material such as a synthethic resin with glass fibre.
The respective sleeve may be arranged to overlie each side of the joint, and at least one seal may be provided between the sleeve and each side of the joint. Each seal may be chemically resistant, and may be formed of rubber, for example a hydrofluoric rubber or an EPDM rubber.
At each joint of the outer pipe sections, a packer may be provided for locating between the adjacent ends of the respective pipe sections, and the packer may be formed of wood. Said one sleeve may be provided for sealingly surrounding the joint between the or each pair of outer pipe sections. The or each outer sleeve is preferably formed of a glass reinforced plastics
material, for example formed from corrosion resistant resin with corrosion resistant glass fibre, and may locate in respective recesses in the outer faces of the outer pipe sections.
Each of the inner pipe sections may be provided at its inner surface with a homogeneous lining formed from a chemically resistant resin together with glass fibre.
The present invention yet further provides a method of assembling a pipe comprising providing a plurality of inner pipe sections each formed of a corrosion resistant material, forming a plurality of outer pipe sections surrounding the inner pipe sections, the outer pipe sections each being formed of a material designed to withstand external forces applied to the assembly and sealingly surrounding the joint with a sleeve which is formed of a corrosion resistant
material.
Embodiments of the present invention will now be described by way of example only, with reference to the the accompanying drawings, in which:- fig. 1 is a sectional view through part of one embodiment of a sewage pipe assembly prior to adjacent pipe sections being interconnected; and
Fig. 2 is a sectional view through part of another embodiment of a sewage pipe assembly with adjacent pipe sections interconnected.
Referring to Fig. 1 of the drawings, there is shown a joint area between an intended end to end connection between a pair of sewage pipe sections, prior to the sections being joined together. An inner or liner pipe has two sections 10, 12 intended to be in end to end alignment, each section 10, 12 being formed of a corrosion resistant material sufficient to withstand the high chemical concentrations to be found in sewage in certain conditions. The sections 10, 12 are preferably each formed of a moulded glass reinforced plastics (GRP) material, for example a corrosion resistant resin such as a vinylester resin with corrosion resistant glass fibre. Also, each section 10, 12 may be formed
homogeneously with an inner liner or facing formed from a chemically higher resistant resin and glass fibre.
The sections 10, 12 can be formed as filament wound pipes with a minimum thickness of 6 mm. A sleeve 14 surrounds the joint between the sections 10, 12 and overlies the ends of the latter, the sleeve 14 preferably being formed of a corrosion
resistant material, for example a moulded GRP material. Again, the latter material may be formed from a
corrosion resistant resin such as a vinylester resin with corrosion resistant glass fibre. The sleeve 14 sealingly surrounds the joint between the pipe sections 10, 12 by means of a pair of rubber sealing rings 16 between the sleeve 14 and each of the sections 10, 12. The seals 16 are preferably formed of a chemically resistant rubber, and may be of a hydrofluoric rubber or EPDM.
When the pipe assembly has to be strong enough to withstand forces imposed by jacking through the ground during the process of micro-tunnelling, conventional materials such as concrete are undesirable in that, for strength, the concrete has to be very thick so that the resultant pipe is very heavy, and also, due to the corrosive nature of the soil in some countries, the concrete is susceptible to chemical attack. To have sufficient strength, a pipe formed of GRP would also have to be very thick and consequently would be very expensive. A GRP pipe formed by the sections 10, 12 is given sufficient strength by the provision of an outer pipe formed of a strength giving material such as polymer concrete, the outer pipe being illustrated in the drawing as having two pipe sections 18, 20 arranged to locate in end to end alignment, with the joint therebetween being off-set from the joint between the inner pipe sections 10, 12. For this purpose, the outer pipe section 18 has an annular recess 21 on its inner face in which to locate the sleeve 14.
The polymer concrete sections 18, 20 are moulded around the respective GRP pipe sections 10. 12. During moulding, shuttering for the polymer concrete is coated with a synthetic resin glass fibre reinforcement which provides extra strength and an abrasion or scratch resistant outer face to the outer pipe sections 18, 20. A packer 22, preferably of wood, is provided between adjacent ends of the pipe sections 18, 20.
The outer faces of the pipe sections 18. 20 may be recessed adjacent the joint area whereby an outer sleeve (not shown) can sealingly locate therein, such an outer sleeve preferably being formed of a GRP material, for example of a corrosion resistant resin such as a
vinylester resin with corrosion resistant glass fibre.
With such an assembled pipe, the GRP of the inner pipe can withstand high chemical concentrations with toxic liquids passing therethrough, the sleeve 14 preventing seepage of liquid and being able to withstand chemical attack by any liquids passing through the joint in the pipe sections 10, 12. The increased strength of polymer concrete enables the assembled pipe to withstand jacking forces without a large and heavy assembled pipe as would otherwise be required. The polymer concrete is also resistant to chemical attack from the basically saline surrounding soil, when used for example in Middle East countries. The use of the external sleeve further prevents the ingress of ground water into the assembled pipe, and in addition affords much greater shear
strength.
In Fig. 2 of the drawings, like reference numbers are used for like parts with the first embodiment shown in Fig. 1. In the Fig. 2 embodiment, the sleeve 14 is omitted, and one pair of the rubber sealing rings 16 seals the joint directly between the sections 10, 12.
The outer faces of the pipe sections 18, 20 are recessed adjacent the joint area, each recess being stepped in a direction away from the joint to provide a first recessed section 24 at the joint, and a second, more shallow, recessed section 26. An outer sleeve 28 locates across the joint in the recesses, with a first sealing ring 30 being located in each recessed section 24 between the sleeve 28 and the respective pipe section 18, 20, and a second sealing ring 32 being located in each of the recessed sections 26 to locate between a respective end of the sleeve 28 and an end shoulder 34. The sleeve 28 is preferably formed of a GRP material, for example of a corrosion resistant resin such as a vinylester resin with corrosion resistant glass fibre.
The pipe of Fig. 2 may omit the sleeve 28 and associated recesses in the outer face, to be used as a standard jacking pipe, or may be profiled at the
respective ends of the pipe sections 18, 20 and omit the packer 22, for use as a standard pipe.
When a pipe is required for laying in an open cut trench, i.e. where jacking forces are not involved, it is appropriate to have a pipe of increased stiffness, particularly in some countries where the nature of the ground is such that increased relative movement between pipe sections can be anticipated. The inner GRP pipe takes into account the high chemical concentrations of the contents, but the inherent flexibility of GRP would otherwise allow movement of the pipe due to the
surrounding ground conditions, and this in turn might lead to sealing problems. Use of the outer pipe, preferably of polymer concrete, enables a sufficient increase in stiffness to prevent undesirable relative movement between pipe sections, without large increases in pipe sizes. The pipe of Fig. 2 may also be
appropriate for laying in an open cut trench.
The use of polymer concrete together with GRP components can result in a 50?ό increase in strength of the assembled pipe in relation to a polymer concrete pipe. The resultant pipe is as rigid as a concrete pipe but does not require to have steel reinforcement. A polymer concrete pipe without GRP elements can only work at low pressures, but with GRP elements, the assembled pipe can work at high pressures, for example 2500 psi, and can also withstand vacuum.
Various modifications may be made without
departing from the invention, which is applicable to gravity pipes or pressure pipes. For example, different designs of seals may be used and different pipe
materials may be used provided they meet the necessary requirements.

Claims

Claims:-
1. A pipe having an inner section formed of a
corrosion resistant material, an outer section formed of a material designed to withstand external forces applied to the pipe, and a sleeve located between the inner and outer sections to sealingly overlie a free end of the inner section, the sleeve being formed of a corrosion resistant material.
2. A pipe according to Claim 1, wherein the inner section is moulded from a glass reinforced plastics material.
3. A pipe according to Claim 2, wherein the material is formed of a corrosion resistant resin and corrosion resistant glass fibre.
4. A pipe according to any of Claims 1 to 3, wherein the sleeve is moulded from a glass reinforced plastics material.
5. A pipe according to Claim 4, wherein the material of the sleeve is formed of a corrosion resistant resin with corrosion resistant glass fibre.
6. A pipe according to any of the preceding Claims, wherein the outer section is formed of polymer concrete.
7. A pipe according to Claim 6, wherein the polymer concrete is formed with an abrasion resistant outer face.
8. A pipe according to Claim 6, wherein the outer face is formed of a glass reinforced plastics material.
9. A pipe according to Claim 8, wherein the outer face is provided by a synthetic resin with glass fibre.
10. A pipe assembly comprising a plurality of inner pipe sections for end to end arrangement, each inner pipe section being formed of a corrosion resistant material, a plurality of outer pipe sections for end to end arrangement surrounding the inner pipe sections, the outer pipe sections each being formed of a material designed to withstand external forces applied to the assembly, and at least one sleeve for sealingly
surrounding the joint, the sleeve being formed of a corrosion resistant material.
11. A pipe assembly according to Claim 10, wherein the inner pipe sections are each moulded from a glass reinforced plastics material.
12. A pipe assembly according to Claim 11, wherein the material is formed of a corrosion resistant resin and corrosion resistant glass fibre.
13. A pipe assembly according to any of Claims 10 to 12, wherein or each sleeve is moulded from a glass reinforced plastics material,
14. A pipe assembly according to Claim 13, wherein the sleeve material is formed of a corrosion resistant resin with corrosion resistant glass fibre.
15. A pipe assembly according to any of Claims 10 to 14. wherein the outer pipe sections are each formed of polymer concrete.
16. A pipe assembly according to Claim 15, wherein the polymer concrete is formed with an abrasion resistant outer face.
17. A pipe assembly according to Claim 15, wherein the outer face is formed of a glass reinforced plastics material.
18. A pipe assembly according to Claim 16, wherein the outer face is provided by a synthethic resin with glass fibre.
19. A pipe assembly according to any of Claims 10 to 18, wherein said one sleeve sealingly surrounds the joint between the or each pair of inner pipe sections.
20. A pipe assembly according to any of Claims 10 to 18, wherein said one sleeve is provided for sealingly surrounding the joint between the or each pair of outer pipe sections.
21. A pipe assembly according to Claim 20, including the sleeve according to Claim 19.
22. A pipe assembly according to any of Claims 19 to 21 , wherein the respective sleeve is arranged to overlie each side of the joint, and at least one seal is
provided between the sleeve and each side of the joint.
23. A pipe assembly according to Claim 22, wherein each seal is chemically resistant.
24. A pipe assembly according to Claim 22 or 23, wherein each seal is formed of a hydrofluoric rubber.
25. A pipe assembly according to Claim 22 or 23, wherein each seal is formed of an EPDM rubber.
26. A pipe assembly according to any of Claims 10 to 24, wherein, at each joint of the outer pipe sections, a packer is provided for locating between the adjacent ends of the respective pipe sections,
27. A pipe assembly according to Claim 26, wherein the packer is formed of wood.
28. A pipe assembly according to any of Claims 20 to
27, wherein the or each outer sleeve locates in
respective recesses in the outer faces of the outer pipe sections.
29. A pipe assembly according to any of Claims 10 to
28, wherein each of the inner pipe sections is provided at its inner surface with a homogeneous lining formed from a chemically resistant resin together with glass fibre.
30. A method of assembling a pipe comprising providing a plurality of inner pipe sections each formed of a corrosion resistant material, forming a plurality of outer pipe sections surrounding the inner pipe sections, the outer pipe sections each being formed of a material designed to withstand external forces applied to the assembly and sealingly surrounding the joint with a sleeve which is formed of a corrosion resistant
material.
31. A pipe substantially as hereinbefore described with reference to the accompanying drawings.
32. A pipe assembly substantially as hereinbefore described with reference to the accompanying drawings.
33. A method of assembling a pipe substantially as hereinbefore described with reference to accompanying drawings.
PCT/GB1995/002809 1994-12-05 1995-12-01 Pipe assembly WO1996018064A1 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
US08/849,485 US5971440A (en) 1994-12-05 1995-12-01 Pipe assembly
EP95938520A EP0796407A1 (en) 1994-12-05 1995-12-01 Pipe assembly
JP8517393A JPH10510036A (en) 1994-12-05 1995-12-01 Pipe assembly
NZ296162A NZ296162A (en) 1994-12-05 1995-12-01 Pipe of strong material overlying corrosion resistant liner (polymer concrete over grp) with corrosion resistant socket sleeve
AU39885/95A AU691694B2 (en) 1994-12-05 1995-12-01 Pipe assembly
BR9509953A BR9509953A (en) 1994-12-05 1995-12-01 Tube assembly

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB9424501.6 1994-12-05
GB9424501A GB9424501D0 (en) 1994-12-05 1994-12-05 Pipe assembly

Publications (1)

Publication Number Publication Date
WO1996018064A1 true WO1996018064A1 (en) 1996-06-13

Family

ID=10765425

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1995/002809 WO1996018064A1 (en) 1994-12-05 1995-12-01 Pipe assembly

Country Status (11)

Country Link
US (1) US5971440A (en)
EP (1) EP0796407A1 (en)
JP (1) JPH10510036A (en)
CN (1) CN1070602C (en)
AU (1) AU691694B2 (en)
BR (1) BR9509953A (en)
CA (1) CA2206790A1 (en)
GB (1) GB9424501D0 (en)
NZ (1) NZ296162A (en)
OA (1) OA10424A (en)
WO (1) WO1996018064A1 (en)

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US6910829B2 (en) * 2000-12-04 2005-06-28 Battelle Energy Alliance, Llc In situ retreival of contaminants or other substances using a barrier system and leaching solutions and components, processes and methods relating thereto
US6758634B2 (en) * 2001-02-06 2004-07-06 Bechtel Bwxt Idaho, Llc Subsurface materials management and containment system
US7153061B2 (en) * 2000-12-04 2006-12-26 Battelle Energy Alliance, Llc Method of in situ retrieval of contaminants or other substances using a barrier system and leaching solutions
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JPH10510036A (en) 1998-09-29
NZ296162A (en) 1998-12-23
BR9509953A (en) 1997-10-14
GB9424501D0 (en) 1995-01-25
AU3988595A (en) 1996-06-26
CA2206790A1 (en) 1996-06-13
CN1174602A (en) 1998-02-25
AU691694B2 (en) 1998-05-21
CN1070602C (en) 2001-09-05
EP0796407A1 (en) 1997-09-24
OA10424A (en) 2001-12-07
MX9704160A (en) 1998-07-31
US5971440A (en) 1999-10-26

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