Manhole rehabilitation system
A manhole rehabilitation system where in one example an existing cross-pipe is exposed and a manhole base and riser are cast around and above the existing cross pipe to form a manhole. In one example an FRP base liner and FRP riser liner are placed before casting in place. In one example casting is made of an aggregate. In one example, a collar and manhole cap rest upon the casting, and are supported thereby such that the liner need not be structural. In one example an existing pipe or manhole forms the outer surface of the casting. In one example shoring is placed and used as the outer surface of the casting.
1. A method for producing a manhole comprising the steps of:
establishing an excavation below a ground level;
exposing an external piping in the excavation;
removing a section of the external piping;
providing a non-structural base liner having surfaces defining pipe openings; an outer surface, an upper edge;
placing the base liner in the excavation, the pipe openings aligned with the external piping;
placing a channel pipe having opposing ends in the base liner, attaching the opposing ends of the channel pipe to the external piping in place of the removed section; wherein the channel pipe passes through the pipe openings;
the channel pipe having an open channel therein forming a fluid conduit to the external piping;
placing a channel form/plug in the open channel, substantially sealing the open channel from entry of debris;
filling the base liner with a semi-fluid aggregate material;
surrounding the base liner with a semi-fluid aggregate material;
allowing the aggregate material to harden;
sealing at least one riser liner to the upper edge of the base liner;
sealing a cone liner to an upper edge of the riser liner;
sealing a riser cap to the upper edge of the riser cone; and
disposing a volume of aggregate fill exterior of the base liner, riser liner, and cone liner.
2. The method as recited in claim 1 wherein the channel pipe is formed of a polymer.
3. The method as recited in claim 1 wherein the open channel is open greater than 170°.
4. The method as recited in claim 1 wherein the channel plug is sacrificial.
5. The method as recited in claim 1 wherein the step of filling the base liner includes the step of filling the base liner up to an upper edge of the channel pipe.
6. The method as recited in claim 1 wherein the base liner is formed of FRP.
7. The method as recited in claim 1 wherein the riser liner is formed of FRP.
8. The method as recited in claim 1 wherein the cone liner is formed of FRP.
9. The method as recited in claim 1 wherein the base liner non-structural.
10. The method as recited in claim 1 wherein the riser liner is non-structural.
11. The method as recited in claim 1 wherein the cone liner is non-structural.
12. A manhole constructed by a process comprising the steps of:
exposing an external piping in an excavation below a ground level;
removing a section of the external piping;
providing a non-structural base liner having surfaces defining pipe openings; an outer surface, an upper edge;
placing the base liner in the excavation, the pipe openings aligned with the external piping;
placing a channel pipe having opposing ends in the base liner, attaching the opposing ends of the channel pipe to the external piping in place of the removed section; wherein the channel pipe passes through the pipe openings;
the channel pipe having an open channel therein forming a fluid conduit to the external piping;
placing a channel form/plug in the open channel, substantially sealing the open channel from entry of debris;
filling the base liner with a semi-fluid aggregate material;
surrounding the base liner with a semi-fluid aggregate material;
allowing the aggregate material to harden;
sealing at least one riser liner to the upper edge of the base liner;
sealing a cone liner to an upper edge of the riser liner;
sealing a riser cap to the upper edge of the riser cone; and
disposing a volume of aggregate fill exterior of the base liner, riser liner, and cone liner.
13. The manhole as recited in claim 12 wherein the channel pipe is formed of a polymer.
14. The manhole as recited in claim 12 wherein the open channel is open greater than 170°.
15. The manhole as recited in claim 12 wherein the step of filling the base liner includes the step of filling the base liner up to an upper edge of the channel pipe.
16. The manhole as recited in claim 12 wherein the base liner is formed of FRP.
17. The method as recited in claim 12 wherein the base liner non-structural.
18. The manhole as recited in claim 12 wherein the riser liner is non-structural.
19. The manhole as recited in claim 12 wherein the cone liner is non-structural.
20. A manhole constructed by a process comprising the steps of:
exposing an external piping in an excavation below a ground level;
removing a section of the external piping;
providing a non-structural base liner having surfaces defining pipe openings; an outer surface, an upper edge;
placing the base liner in the excavation, the pipe openings aligned with the external piping;
forming a channel pipe in the base liner, wherein the channel pipe passes through the pipe openings;
placing a channel form/plug in the open channel, substantially sealing the open channel from entry of debris;
the channel pipe having an open channel therein forming a fluid conduit to the external piping;
filling the base liner with a semi-fluid aggregate material;
surrounding the base liner with a semi-fluid aggregate material;
allowing the aggregate material to harden;
sealing at least one riser liner to the upper edge of the base liner;
sealing a cone liner to an upper edge of the riser liner;
sealing a riser cap to the upper edge of the riser cone; and
disposing a volume of fill exterior of the base liner, riser liner, and cone liner.