WO2004055423A1 - Grouted sleeves - Google Patents

Grouted sleeves Download PDF

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Publication number
WO2004055423A1
WO2004055423A1 PCT/EP2003/014419 EP0314419W WO2004055423A1 WO 2004055423 A1 WO2004055423 A1 WO 2004055423A1 EP 0314419 W EP0314419 W EP 0314419W WO 2004055423 A1 WO2004055423 A1 WO 2004055423A1
Authority
WO
WIPO (PCT)
Prior art keywords
sleeve
pipe
grout
holes
receiving means
Prior art date
Application number
PCT/EP2003/014419
Other languages
French (fr)
Inventor
Dang Vu
Original Assignee
Lattice Intellectual Property Limited
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 Lattice Intellectual Property Limited filed Critical Lattice Intellectual Property Limited
Priority to AU2003294885A priority Critical patent/AU2003294885A1/en
Publication of WO2004055423A1 publication Critical patent/WO2004055423A1/en

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L13/00Non-disconnectible pipe-joints, e.g. soldered, adhesive or caulked joints
    • F16L13/10Adhesive or cemented joints
    • F16L13/11Adhesive or cemented joints using materials which fill the space between parts of a joint before hardening
    • F16L13/116Adhesive or cemented joints using materials which fill the space between parts of a joint before hardening for socket pipes
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L13/00Non-disconnectible pipe-joints, e.g. soldered, adhesive or caulked joints
    • F16L13/10Adhesive or cemented joints
    • F16L13/11Adhesive or cemented joints using materials which fill the space between parts of a joint before hardening

Definitions

  • the present invention relates to the secure attachment of sleeves to the end portions of pipes, especially pipes for conveying fluids such as fuel gas, water or sewage.
  • Sleeves often need to be secured to the ends of pipes for various reasons such as for use as an end cap with one end of the sleeve closed or to provide for the joining of pipes by the provision of a flange on the sleeve or where the sleeve itself forms part of another pipe.
  • End caps are often secured to one or both ends of a pipe to isolate a section of pipe to perform a pressure test to check for leaks in the isolated section of pipe or to temporarily seal a section of pipe when work is interrupted at the end of a day. It is known to use end caps with an annular elastomeric seal to be secured onto and tightened around the outside surface of the end of a pipe. However, it is a burdensome and time consuming task to fit such an end cap because the end of the pipe must be cut to be substantially perpendicular to its axis and the pipe must be carefully prepared and cleaned to receive and form an adequate seal with the annular elastomeric seal of the end cap.
  • an end cap is limited to situations where the pipe is subject to only a relatively low internal pressure whilst the end cap is fitted because of the limited friction provided by the annular rubber seal.
  • the end cap can be used in situations where the pipe to be capped is subject to higher pressures by placing heavy blocks against the end cap or by installing a transverse beam adjacent to the end cap with the ends of the beam in lateral excavations prepared on each side of a trench containing the pipe to be capped. If a section of pipe has end caps at both ends, a torsion bar or strap may be provided around both end caps and the length of the pipe to hold the end caps against the ends of the pipe.
  • RTP Reinforced Thermoplastic Pipe
  • a method of securely joining a sleeve to an end portion of a pipe comprising positioning at least a portion of a sleeve over an end portion of a pipe to form an annular space between the outer surface of the pipe and the inner surface of the sleeve, inserting grout into the annular space and allowing the grout to cure to secure the sleeve to the end portion of the pipe.
  • a sleeve for joining to an end portion of a pipe, the sleeve comprising a tubular section to be positioned around the outside surface of an end portion of a pipe and an inlet through which grout may be inserted into an annular space formed between the inside surface of the tubular section of the sleeve and an outside surface of the pipe when in use.
  • Figure 1 shows a perspective view of a sleeve
  • Figure 2 shows a cross - sectional view of a sleeve, in this example with a flange and end plate, positioned over the end portion of a pipe
  • Figure 3 shows a cross-sectional view of a sleeve with a flange attached to an end portion of a pipe
  • Figure 4 shows a cross-sectional view of a sleeve forming the end portion of one pipe attached to an end portion of another pipe.
  • the sleeve 10 shown in Figure 1 is made of carbon steel and has a tubular portion 11 with a flange 12 at one end.
  • the flange 12 has an end plate 13 secured to it by a plurality of nuts 14 and bolts 15 passing through the flange 12 and end plate 13.
  • the end plate 13 closes one end of the tubular portion 11 making the sleeve 10 an end cap in this example.
  • the tubular portion 11 of the sleeve 10 has two annular elastomeric seals 16, 16a arranged on its inside surface.
  • the seals 16, 16a may be made from any suitable material such as rubber or polymer.
  • the seals 16, 16a are of an appropriate size to be able to seal against the outside surface of a pipe to be received within the sleeve 10.
  • the annular seals 16, 16a may be selected to be of an appropriate size to be able to seal against any diameter of pipe to be received within the sleeve 10.
  • An inlet 17 is provided in the wall of the tubular portion 11 between the seals 16, 16a. Grout may be introduced into the interior of the sleeve 10 through the inlet 17.
  • An outlet 18 is provided in the wall of the tubular portion 11 through which displaced air and excess grout may be expelled.
  • the inlet 17 and outlet 18 are arranged diametrically opposite to each other on the wall of the tubular portion 11.
  • a plurality of series of so called “tell - tale” holes 19 are provided in the wall of the tubular portion 11.
  • Each series of tell - tale holes 19 comprises a number of holes arranged in the direction of the axis of the tubular portion 11 between the seals 16, 16a.
  • Each series of "tell - tale” holes 19 is spaced circumferentially around one or both sides of the tubular portion 11 between the inlet 17 and outlet 18.
  • Figure 2 shows a cross - sectional view of the sleeve 10 positioned substantially concentrically over the end portion of a pipe 20.
  • the pipe 20 may be buried in the ground with the end portion exposed by an excavation to enable the sleeve 10 to be mounted onto the end portion of the pipe 20.
  • the sleeve 10 is slide over the end of the pipe 20.
  • the outside surface of the end portion of the pipe 20 may be roughened, for example by being grit blasted, to ensure that there is a good key for the grout.
  • the inside surface of the sleeve 10 may also be roughened to provide further keying for the grout.
  • the sleeve 10 may be positioned onto the end of the pipe 20 using a suitable support or jacking means (not shown).
  • the sleeve 10 is positioned over the pipe 20 such that both seals 16, 16a seal around the pipe 20 to provide an annulus 21 between the outside surface of the pipe 20, the seals 15, 16 and the inside surface of the tubular portion 11.
  • Grout is then inserted through inlet 17, in this example using a delivery pipe 22 attached to a suitable pump (not shown), to fill the annulus 21.
  • the grout fills the annulus 21 from below, it reaches the lowermost series of tell - tale holes 19.
  • the tell - tale holes of that series are blocked to prevent further discharge. This procedure is repeated with each series of tell - tale holes 19 as the grout progresses up the annulus 21 during filling.
  • the outlet 18 is arranged at the uppermost portion of the sleeve 10 to enable air to be discharged from the annulus 21 without creating trapped air pockets which would create voids in the grout and thus weaken the affixing of the sleeve 10 to the pipe 20.
  • a funnel 23 is positioned on the outlet 18 to accommodate grout discharged from the outlet 18 when the annulus 21 is full.
  • the funnel 23 is provided with a marking 24 indicating the minimum level to which grout should be filled to ensure that when the inserted grout cures and shrinks, the annulus 21 is still full of grout.
  • the delivery pipe 22 and funnel 24 are removed leaving the sleeve 10 securely fixed onto the end of the pipe 20.
  • the sleeve 10 and end plate 13 form an end cap. If it is subsequently decided to remove the end cap, the end plate 13 may simply be unbolted from the flange 12 and the flange joined to another flange or section of pipe (not shown) with the secure attachment of the tubular section 10 to the pipe 20 via the grout left intact for permanent use.
  • FIG. 1 A cross-sectional view of a flange 12 attached to an end portion of a pipe 20 is shown in Figure 3.
  • Figure 4 shows a sleeve 100 secured to the outside of an end of a pipe 20 as in the previous examples except that in this example, the sleeve is the end portion of another pipe 30 to be joined to pipe 20.
  • the further pipe 30 may have the same diameter along its length as the sleeve 100 which has a slightly larger diameter than pipe 20 or the further pipe 30 may have a slightly enlarged diameter at the end comprising the sleeve 100.
  • This method of joining a sleeve to the end portion of a pipe is particularly applicable to use with cast iron and ductile iron pipes which suffer from corrosion pits over the course of time, since these corrosion pits provide a roughness to the outside surface of the pipe 20 which assists the grout in adhering to the pipe.
  • the grout may, for example, be selected from the following range:- urethanes, polyesters, acrylics, epoxies and cemtatious compounds. It will be appreciated that each should be selected to satisfy the operating temperature, humidity and curing rate which then leads to the different adhesion strengths for different applications. Different grout material provides a different exothermic reaction which will determine the volume change after installation. Different markings 24 may be provided on the funnel 23 for grouts which contract to different extents upon curing. It will also be understood that the volume change of epoxy grout should be optimised to minimise the internal stress that the grout exerts upon the end cap 10 as it contracts.
  • the end cap 10 may not have a flange 12 and a removable end plate 13 at its closed end but may instead have a permanent end plate affixed thereto, which may be welded on in advance.
  • a tube or any other suitable receiving means may be used instead of a funnel 23 .

Abstract

A method and apparatus for securely joining a sleeve (10) to an end portion of a pipe (20). The method comprises positioning at least a portion of a sleeve (10) over an end portion of a pipe (20) to form an annular space (21) between the outer surface of the pipe (20) and the inner surface of the sleeve (10), inserting grout into the annular space (21) and allowing the grout to cure to secure the sleeve (10) to the end portion of the pipe (20).

Description

GROUTED SLEEVES
The present invention relates to the secure attachment of sleeves to the end portions of pipes, especially pipes for conveying fluids such as fuel gas, water or sewage.
Sleeves often need to be secured to the ends of pipes for various reasons such as for use as an end cap with one end of the sleeve closed or to provide for the joining of pipes by the provision of a flange on the sleeve or where the sleeve itself forms part of another pipe.
End caps are often secured to one or both ends of a pipe to isolate a section of pipe to perform a pressure test to check for leaks in the isolated section of pipe or to temporarily seal a section of pipe when work is interrupted at the end of a day. It is known to use end caps with an annular elastomeric seal to be secured onto and tightened around the outside surface of the end of a pipe. However, it is a burdensome and time consuming task to fit such an end cap because the end of the pipe must be cut to be substantially perpendicular to its axis and the pipe must be carefully prepared and cleaned to receive and form an adequate seal with the annular elastomeric seal of the end cap. Furthermore, the use of such an end cap is limited to situations where the pipe is subject to only a relatively low internal pressure whilst the end cap is fitted because of the limited friction provided by the annular rubber seal. The end cap can be used in situations where the pipe to be capped is subject to higher pressures by placing heavy blocks against the end cap or by installing a transverse beam adjacent to the end cap with the ends of the beam in lateral excavations prepared on each side of a trench containing the pipe to be capped. If a section of pipe has end caps at both ends, a torsion bar or strap may be provided around both end caps and the length of the pipe to hold the end caps against the ends of the pipe. However, it is burdensome and inconvenient to position heavy blocks or a beam against an end cap or to provide torsion bars and/or straps around the pipe and end caps.
It is often desirable to join lengths of pipe together, or to join flanges to pipes. However, it is often undesirable to perform welding when in the vicinity of fuel gas conveying pipes or installations because of the risk of explosion. Furthermore, it can be difficult to join together pipes of particular materials such as Reinforced Thermoplastic Pipe (RTP) as is well known in the art.
It is an object of the present invention to securely attach a sleeve to an end of a pipe whilst overcoming or alleviating at least some of the above problems.
According to a first aspect of the present invention, there is provided a method of securely joining a sleeve to an end portion of a pipe, the method comprising positioning at least a portion of a sleeve over an end portion of a pipe to form an annular space between the outer surface of the pipe and the inner surface of the sleeve, inserting grout into the annular space and allowing the grout to cure to secure the sleeve to the end portion of the pipe.
The use of grout to secure the sleeve to the outside surface of the pipe produces a robust joining of the two.
According to a further aspect of the present invention there is provided a sleeve for joining to an end portion of a pipe, the sleeve comprising a tubular section to be positioned around the outside surface of an end portion of a pipe and an inlet through which grout may be inserted into an annular space formed between the inside surface of the tubular section of the sleeve and an outside surface of the pipe when in use.
Examples of the present invention will now be described with reference to the accompanying drawings in which:-
Figure 1 shows a perspective view of a sleeve;
Figure 2 shows a cross - sectional view of a sleeve, in this example with a flange and end plate, positioned over the end portion of a pipe; Figure 3 shows a cross-sectional view of a sleeve with a flange attached to an end portion of a pipe; and
Figure 4 shows a cross-sectional view of a sleeve forming the end portion of one pipe attached to an end portion of another pipe.
The sleeve 10 shown in Figure 1 is made of carbon steel and has a tubular portion 11 with a flange 12 at one end. The flange 12 has an end plate 13 secured to it by a plurality of nuts 14 and bolts 15 passing through the flange 12 and end plate 13. The end plate 13 closes one end of the tubular portion 11 making the sleeve 10 an end cap in this example.
The tubular portion 11 of the sleeve 10 has two annular elastomeric seals 16, 16a arranged on its inside surface. The seals 16, 16a may be made from any suitable material such as rubber or polymer. The seals 16, 16a are of an appropriate size to be able to seal against the outside surface of a pipe to be received within the sleeve 10. Clearly the annular seals 16, 16a may be selected to be of an appropriate size to be able to seal against any diameter of pipe to be received within the sleeve 10.
An inlet 17 is provided in the wall of the tubular portion 11 between the seals 16, 16a. Grout may be introduced into the interior of the sleeve 10 through the inlet 17. An outlet 18 is provided in the wall of the tubular portion 11 through which displaced air and excess grout may be expelled. In this example, the inlet 17 and outlet 18 are arranged diametrically opposite to each other on the wall of the tubular portion 11. A plurality of series of so called "tell - tale" holes 19 are provided in the wall of the tubular portion 11. Each series of tell - tale holes 19 comprises a number of holes arranged in the direction of the axis of the tubular portion 11 between the seals 16, 16a. Each series of "tell - tale" holes 19 is spaced circumferentially around one or both sides of the tubular portion 11 between the inlet 17 and outlet 18.
Figure 2 shows a cross - sectional view of the sleeve 10 positioned substantially concentrically over the end portion of a pipe 20. The pipe 20 may be buried in the ground with the end portion exposed by an excavation to enable the sleeve 10 to be mounted onto the end portion of the pipe 20. In this example, the sleeve 10 is slide over the end of the pipe 20. The outside surface of the end portion of the pipe 20 may be roughened, for example by being grit blasted, to ensure that there is a good key for the grout. The inside surface of the sleeve 10 may also be roughened to provide further keying for the grout. The sleeve 10 may be positioned onto the end of the pipe 20 using a suitable support or jacking means (not shown). The sleeve 10 is positioned over the pipe 20 such that both seals 16, 16a seal around the pipe 20 to provide an annulus 21 between the outside surface of the pipe 20, the seals 15, 16 and the inside surface of the tubular portion 11. Grout is then inserted through inlet 17, in this example using a delivery pipe 22 attached to a suitable pump (not shown), to fill the annulus 21. As the grout fills the annulus 21 from below, it reaches the lowermost series of tell - tale holes 19. When grout is seen to be discharged from all of the tell - tale holes 19 of the lowermost series, indicating that there are no voids at that level in the annulus 21, the tell - tale holes of that series are blocked to prevent further discharge. This procedure is repeated with each series of tell - tale holes 19 as the grout progresses up the annulus 21 during filling.
As the grout fills the annulus 21, displaced air is discharged from the outlet 18. During filling with grout, the outlet 18 is arranged at the uppermost portion of the sleeve 10 to enable air to be discharged from the annulus 21 without creating trapped air pockets which would create voids in the grout and thus weaken the affixing of the sleeve 10 to the pipe 20. A funnel 23 is positioned on the outlet 18 to accommodate grout discharged from the outlet 18 when the annulus 21 is full. The funnel 23 is provided with a marking 24 indicating the minimum level to which grout should be filled to ensure that when the inserted grout cures and shrinks, the annulus 21 is still full of grout. When the sleeve 10 with the annulus 21 filled with grout has been left for a suitable period of time for the grout to cure, the delivery pipe 22 and funnel 24 are removed leaving the sleeve 10 securely fixed onto the end of the pipe 20. In the example shown in Figures 1 and 2, the sleeve 10 and end plate 13 form an end cap. If it is subsequently decided to remove the end cap, the end plate 13 may simply be unbolted from the flange 12 and the flange joined to another flange or section of pipe (not shown) with the secure attachment of the tubular section 10 to the pipe 20 via the grout left intact for permanent use.
If it were desired to secure a flange 12 to an end of a pipe 20, then the sleeve 10 shown in Figures 1 and 2 could be secured to an end of a pipe 20 as described above except without the need for end plate 13 or nuts 14 and bolts 15. A cross-sectional view of a flange 12 attached to an end portion of a pipe 20 is shown in Figure 3.
Figure 4 shows a sleeve 100 secured to the outside of an end of a pipe 20 as in the previous examples except that in this example, the sleeve is the end portion of another pipe 30 to be joined to pipe 20. The further pipe 30 may have the same diameter along its length as the sleeve 100 which has a slightly larger diameter than pipe 20 or the further pipe 30 may have a slightly enlarged diameter at the end comprising the sleeve 100.
This method of joining a sleeve to the end portion of a pipe is particularly applicable to use with cast iron and ductile iron pipes which suffer from corrosion pits over the course of time, since these corrosion pits provide a roughness to the outside surface of the pipe 20 which assists the grout in adhering to the pipe.
The grout may, for example, be selected from the following range:- urethanes, polyesters, acrylics, epoxies and cemtatious compounds. It will be appreciated that each should be selected to satisfy the operating temperature, humidity and curing rate which then leads to the different adhesion strengths for different applications. Different grout material provides a different exothermic reaction which will determine the volume change after installation. Different markings 24 may be provided on the funnel 23 for grouts which contract to different extents upon curing. It will also be understood that the volume change of epoxy grout should be optimised to minimise the internal stress that the grout exerts upon the end cap 10 as it contracts.
Various modifications may be made to the example described above whilst still falling within the scope of the invention. For example, the end cap 10 may not have a flange 12 and a removable end plate 13 at its closed end but may instead have a permanent end plate affixed thereto, which may be welded on in advance. Furthermore instead of a funnel 23 a tube or any other suitable receiving means may be used.

Claims

1. A method of securely joining a sleeve to an end portion of a pipe, the method comprising positioning at least a portion of a sleeve over an end portion of a pipe to form an annular space between the outer surface of the pipe and the inner surface of the sleeve, inserting grout into the annular space and allowing the grout to cure to secure the sleeve to the end portion of the pipe.
2. A method according to claim 1, wherein two spaced annular seals are provided in the annular space between the outer surface of the pipe and the inner surface of the sleeve to provide an annulus between the outside surface of the pipe, the two spaced annular seals and the inside surface of the sleeve into which grout is inserted.
3. A method according to claim 1 or claim 2, in which an outlet is provided in the sleeve for displaced air to be discharged from the annular space or annulus during the insertion of grout.
4. A method according to claim 3, in which the outlet is arranged at the uppermost portion of the sleeve during the insertion of grout.
5. A method according to claim 4, in which an inlet is provided in the sleeve for the insertion of grout and the inlet is areanged at the lowermost portion of the sleeve during the insertion of grout.
6. A method according to claim 4 or claim 5 when either is dependent from claim 2, in which a series of holes is arranged in the wall of the sleeve, the series of holes being arranged in the direction of the axis of the sleeve between the spaced annular seals and during the insertion of grout the series of holes is monitored for the indication of grout.
7. A method according to claim 6, in which when grout is indicated at each of the holes in the series, the holes are blocked.
8. A method according to any of claims 3 to 7, wherein receiving means is provided to accommodate grout discharged from the outlet.
9. A method according to claim 8, wherein the receiving means is provided with an indicator to indicate when a predetermined amount of grout has been received in the receiving means.
10. A method of securely joining a sleeve to an end of portion of a pipe as hereinbefore described with reference to the accompanying drawings.
11. A sleeve for joining to an end portion of a pipe, the sleeve comprising a tubular section to be positioned around the outside surface of an end portion of a pipe and an inlet through which grout may be inserted into an annular space formed between the inside surface of the tubular section of the sleeve and an outside surface of the pipe when in use.
12. A sleeve according to claim 11, including two spaced annular seals provided on its inside surface.
13. A sleeve according to claim 11 or claim 12, including an outlet arranged when grout is being inserted into the inlet, to be positioned at the uppermost portion of the sleeve.
14. A sleeve according to claim 12 or claim 13 when dependent upon claim 12, wherein a series of holes is arranged in the wall of the sleeve, the series of holes being arranged in the direction of the axis of the sleeve between the spaced annular seals.
15. A sleeve according to claim 13, wherein a receiving means is arranged to be attached to the outlet during insertion of grout to receive excess grout discharged from the outlet.
16. A sleeve according to claim 15, wherein the receiving means has an indicator to indicate when a predetermined amount of grout has been received in the receiving means.
17. A sleeve according to claim 16, wherein the receiving means is a funnel and the indicator is a marking on the funnel.
18. A sleeve substantially as hereinbefore described with reference to the accompanying drawings.
19. An end cap comprising a sleeve as described in any of claims 11 to 18, with one end of the sleeve closed.
20. A flange comprising a sleeve as described in any of claims 11 to 18, with a flange arranged on the outside surface of one end of the sleeve.
21. A pipe to be joined to another pipe, the pipe comprising a sleeve as described in any of claims 11 to 18, with one end of the sleeve forming or being attached to a further length of pipe.
22. Two pipes joined together, wherein one pipe has a sleeve according to any of claims 11 to 18 at one end.
PCT/EP2003/014419 2002-12-18 2003-12-17 Grouted sleeves WO2004055423A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2003294885A AU2003294885A1 (en) 2002-12-18 2003-12-17 Grouted sleeves

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB0229431A GB2396394A (en) 2002-12-18 2002-12-18 Grouted sleeves
GB0229431.2 2002-12-18

Publications (1)

Publication Number Publication Date
WO2004055423A1 true WO2004055423A1 (en) 2004-07-01

Family

ID=9949874

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2003/014419 WO2004055423A1 (en) 2002-12-18 2003-12-17 Grouted sleeves

Country Status (3)

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AU (1) AU2003294885A1 (en)
GB (1) GB2396394A (en)
WO (1) WO2004055423A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007030935A1 (en) 2007-07-03 2009-01-15 Fiberpipe Gfk Vertriebsgesellschaft Mbh Pipe sleeve, has multicomponent-adhesive unit including point symmetrically arranged openings, receptacle for multicomponent mixer unit, multicomponent adhesive available in openings, and adhesive seals axially limiting adhesive gap

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7810585A (en) * 1978-10-24 1980-04-28 Kooyman Pieter O=rings and chambers forming pipe union - penetrate pipe as far as depth limiter, are sealed by introducing adhesive through one of two holes between chambers
US5685577A (en) * 1995-12-14 1997-11-11 Vanesky; Frank W. Permanent fitting for fluid-tight connections
GB2352489A (en) * 1999-07-24 2001-01-31 Bg Intellectual Pty Ltd Tee Connection to a pipeline
WO2003031864A1 (en) * 2001-10-05 2003-04-17 Lattice Intellectual Property Ltd Tee connection to a pipeline

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1293371A (en) * 1969-03-31 1972-10-18 Redland Pipes Ltd Method of, and apparatus for, connecting pipes end-to-end
US3920268A (en) * 1973-02-13 1975-11-18 Albert Stewing Synthetic-resin tube assembly
US4211259A (en) * 1978-04-14 1980-07-08 Butler James L Plastic tube
CH661109A5 (en) * 1982-11-05 1987-06-30 Fischer Ag Georg Method for producing a bonded socket-pipe connection and a means, which is suitable for this purpose, for carrying out the method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7810585A (en) * 1978-10-24 1980-04-28 Kooyman Pieter O=rings and chambers forming pipe union - penetrate pipe as far as depth limiter, are sealed by introducing adhesive through one of two holes between chambers
US5685577A (en) * 1995-12-14 1997-11-11 Vanesky; Frank W. Permanent fitting for fluid-tight connections
GB2352489A (en) * 1999-07-24 2001-01-31 Bg Intellectual Pty Ltd Tee Connection to a pipeline
WO2003031864A1 (en) * 2001-10-05 2003-04-17 Lattice Intellectual Property Ltd Tee connection to a pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007030935A1 (en) 2007-07-03 2009-01-15 Fiberpipe Gfk Vertriebsgesellschaft Mbh Pipe sleeve, has multicomponent-adhesive unit including point symmetrically arranged openings, receptacle for multicomponent mixer unit, multicomponent adhesive available in openings, and adhesive seals axially limiting adhesive gap

Also Published As

Publication number Publication date
GB2396394A (en) 2004-06-23
GB0229431D0 (en) 2003-01-22
AU2003294885A1 (en) 2004-07-09

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