System And Method For Extracting A Buried Pipe

1 . A system comprising:

a pipe having a first end, a second end, and a middle section, in which the middle section is below ground;

a device engaged with the first end of the pipe and selected from a group consisting of a linear actuator or a pneumatic impact mole; and

an apparatus, comprising:

a stationary support structure;

a carriage movable relative to the stationary support structure; and

a pipe clamp assembly supported by the carriage and in gripping engagement with the second end of the pipe.

2 . The system of claim 1 in which no cable is disposed within the pipe.

3 . The system of claim 1 in which the selected device is the linear actuator and the linear actuator comprises:

a hydraulic cylinder having a reciprocating piston;

in which the piston is engageable with the first end of the pipe.

4 . The system of claim 1 in which the selected device is the pneumatic impact tool and the pneumatic impact tool comprises:

an elongate body having opposed front and rear ends;

a tapered nose formed adjacent the front end and disposed at least partially within the first end of the pipe; and

a connection point for a pneumatic hose.

5 . The system of claim 3 , further comprising:

a hydraulic pump in fluid communication with the linear actuator; and

a hydraulic exciter coupled to the hydraulic pump.

6 . A method of using the system of claim 3 , comprising:

pushing the piston against the first end of the pipe;

gripping the second end of the pipe with the pipe clamp assembly; and

impelling the carriage to move relative to the support structure while the pipe remains gripped by the pipe clamp assembly.

7 . A method of using the system of claim 3 , comprising:

extending and retracting the piston in a cyclical pattern;

gripping the second end of the pipe with the pipe clamp assembly; and

impelling the carriage to move relative to the support structure while the pipe remains gripped by the pipe clamp assembly.

8 . A method of using the system of claim 4 , comprising:

striking the first end of the pipe with the tapered nose of the tool;

gripping the second end of the pipe with the pipe clamp assembly; and

impelling the carriage to move relative to the support structure while the pipe remains gripped by the pipe clamp assembly.

9 . The system of claim 1 in which the pipe has a length greater than 200 feet.

10 . A system, comprising:

an elongate underground pipe having a first exposed end, an opposed second exposed end, and a natural vibrational frequency;

a first apparatus mechanically coupled to the pipe and configured to excite the pipe's vibrational frequency; and

a second apparatus mechanically coupled to the pipe and configured to impart a pulling force to one of the exposed ends of the pipe.

11 . The system of claim 10 in which the first apparatus and the second apparatus are coupled to the pipe at the same exposed end.

12 . The system of claim 10 in which the first apparatus is coupled to the pipe at its first exposed end, and the second apparatus is coupled to the pipe at its second opposed end.

13 . The system of claim 10 in which the first apparatus is a hydraulic exciter.

14 . The system of claim 10 in which the first apparatus is an eccentric mass vibrator.

15 . The system of claim 10 in which the second apparatus comprises:

a stationary support structure;

a carriage movable relative to the stationary support structure; and

a pipe clamp assembly supported by the carriage and in gripping engagement with the second end of the pipe.

16 . The system of claim 10 in which the applied pulling force is steady.

17 . The system of claim 10 in which the applied pulling force is subject to cyclical interruption.

18 . A method of extracting an elongate underground pipe having exposed sections extending through a plurality of spaced pits, included adjacent first and second pits, comprising:

within the first pit, cutting the pipe section therein to form a ground-entering pipe segment having a first free end and a ground-entering pipe segment having a second free end;

cutting the pipe section within the second pit so as to form two ground-entering pipe segments;

applying a first ground-dislodging axial force to the pipe segment terminating at the first free end;

thereafter joining the pipe segments within the second pit; and

thereafter applying a second ground-dislodging force to the pipe segment terminating at the free first end.

19 . The method of claim 18 in which each of the steps of applying a ground-dislodging axial force are performed within the same pit.

20 . The method of claim 19 in which the same pit is the first pit.

21 . The method of claim 18 in which the plurality of pits includes a third pit spaced from and aligned with both the first and second pits, and further comprising:

before applying the second ground-dislodging axial force, cutting the pipe section within the third pit so as to form two ground-entering pipe segments;

after applying the second ground-dislodging axial force, joining the two pipe segments within the third pit; and

thereafter applying a third ground-dislodging axial force to the pipe segment terminating at the first free end.

22 . A method of extracting an elongate underground pipe having exposed sections extending through a plurality of spaced pits, included adjacent first and second pits, comprising:

within the first pit, cutting the pipe section therein to form a ground-entering pipe segment having a first free end and a ground-entering pipe segment having a second free end;

within the second pit, cutting the pipe section therein to form a ground-entering pipe segment having a first free end and a ground-entering pipe segment having a second free end;

applying a first ground-dislodging axial force to the pipe segment terminating at the first free end within the first pit; and

thereafter applying a second ground-dislodging axial force to the pipe segment terminating at the first free end within the second pit.