Cured in place liner system and installation methods
A cured in place liner system and associated connections and methods are disclosed. The cured in place pipe system forms a completely rehabilitated, stand-alone, fluid-tight flow path between upstream and downstream portions of an existing pipe system. The rehabilitated flow path is stand-alone in that the liner system does not rely on structure of the portion of the pipe system through which the liner system is installed to define the fluid-tight flow path. The flow path between upstream and downstream portions of the liner system is defined by and made fluid-tight solely by components of the rehabilitation system such as cured in place liners and couplers. The portion of the pipe system through which the rehabilitation system is installed merely provides a path (e.g., through the ground) through which the cured in place liner system can be inserted. After the cured in place liner system is installed, the liner system forms a fluid-tight flow path between an upstream portion of the pipe system and a downstream portion of the pipe system. Various types of connections may be used. In addition, various types of methods may be used in forming the connections, such as using a mold to cure connecting sections of the cured in place liners in desired configurations (e.g., having a generally circular outer profile) for forming connections with the liners.
1. A rehabilitated pipe system comprising:
an existing pipe system;
a cured in place pipe system comprising separately formed lengths of resin cured liner cured in place inside the existing pipe system, the separately formed lengths of resin cured liner being adjacent to each other and sealed to each other so that the cured in place pipe system is stand alone having no fluid communication with the existing pipe system.
2. A pipe system as set forth in claim 1 wherein the cured in place liner system has an upstream end and a downstream end and comprising at least one cured in place liner, the cured in place liner system further comprising:
a first connecting joint connecting the upstream end of the cured in place liner system in fluid communication with an upstream portion of the existing pipe system; and
a second connecting joint connecting the downstream end of the cured in place liner system in fluid communication with a downstream portion of the existing pipe system;
wherein the cured in place liner system defines a fluid-tight flow path between the upstream and downstream portions of the previously installed pipe system.
3. A pipe system as set forth in claim 1 wherein at least one of the separately formed lengths of resin cured liner comprises a layer of resin impregnable material impregnated with the cured resin.
4. A pipe system as set forth in claim 3 wherein said at least one of the separately formed lengths of resin cured liner comprises a layer of impermeable material.
5. A pipe system as set forth in claim 3 wherein the layer of resin impregnable material comprises felt.
6. A pipe system as set forth in claim 1 wherein each of the separately formed lengths of resin cured liner comprises a layer of resin impregnable material impregnated with the cured resin.
7. A pipe system as set forth in claim 6 wherein each of the separately formed lengths of resin cured liner comprises a layer of impermeable material.
8. A pipe system as set forth in claim 6 wherein the layer of resin impregnable material in each of the separately formed lengths of resin cured liner comprises felt.
9. A pipe system as set forth in claim 1 wherein the existing pipe system includes a first existing pipe segment and a second existing pipe segment and defines a gap between the first and second existing pipe segments.
10. A pipe system as set forth in claim 9 wherein the separately formed lengths of resin cured liner comprise a first length of resin cured liner received in the first existing pipe segment and a second length of resin cured liner received in the second existing pipe segment.
11. A pipe system as set forth in claim 10 further comprises a connecting joint disposed in the gap and fluidly connecting the first length of resin cured liner to the second length of resin cured liner in such a way as to prevent fluid communication with the existing pipe system between the first and second lengths of resin cured liner.
12. A pipe system as set forth in claim 10 wherein each of the first and second lengths of resin cured liner comprises a connecting segment protruding from the respective one of the first and second existing pipe segments into the gap and the connecting joint, the pipe system further comprising a coupler receiving the connecting segments of the first and second lengths of resin cured liner.
13. A pipe system as set forth in claim 12 wherein the connecting segment of at least one of the first and second lengths of resin cured liner includes a coupling section.
14. A pipe system as set forth in claim 13 wherein the coupler directly engages the coupling section.
15. A pipe system as set forth in claim 13 wherein the coupling section of the connecting segment has a thickness greater than a thickness of said at least one of the first and second lengths of resin cured liner inside the respective one of the first and second existing pipe segments.
16. A pipe system as set forth in claim 13 wherein the coupling section contains reinforcement that increases its buckling strength.
17. A pipe system as set forth in claim 16 wherein the reinforcement comprises a reinforcing member co-axially arranged with the connecting segment.
18. A pipe system as set forth in claim 17 wherein the reinforcing member is located inside the connecting segment.
19. A pipe system as set forth in claim 17 wherein the reinforcing member comprises resin impregnated material which has cured and bonded to the connecting segment.
20. A method of use a pipe system as set forth in claim 1 , the method comprising using the pipe system as a water main.