Method for installing reinforcements around a cylindrical underground pipeline

• US 7,033,114 B2
• Filed: 03/19/2004
• Issued: 04/25/2006
• Est. Priority Date: 03/20/2003
• Status: Expired due to Fees

• Current Assignee: Freyssinet International
• Original Assignee: Freyssinet International
• Inventors: Rapinat, Francois, Raymond, Roger, Guedes De Melo, Fernando, Lecinq, Benoit
• Primary Examiner(s): Singh, Sunil
• Application Number:
  US10/804,261
• Publication Number:
  US 20040265068A1
• Time in Patent Office: 767 Days
• Field of Search: 405/184.1, 405/154.1, 405/158, 138 97- 99, 138/105, 138/153, 138/172, 138/174, 138/176, 138/DIG.5
• US Class Current: 405/184.1
• CPC Class Codes: F16L 1/06 Accessories therefor, e.g. anchors
• CPC Class Codes: F16L 55/18 Appliances for use in repairing pipes F16L55/10 takes precedence

Abstract

In order to install a reinforcement around a cylindrical underground pipeline, an excavation coffer is laid on the ground above the pipeline, at the same time placing transversely to the pipeline front and rear faces of the coffer, each having along its lower edge an indentation of a shape adapted to the cylindrical shape of the cylindrical pipeline, the coffer is buried in the ground substantially until the indentations are brought up against the pipeline, soil material is removed between the front and rear faces of the coffer in order to give access to an upper part of the wall of the pipeline, a duct in the form of an arc of a circle is engaged under the pipeline, at the same time being pushed along the lower part of the wall of the pipeline, a prestressing reinforcement is threaded into this duct, and the armature is clamped and anchored around the pipeline.

Claims

1. A method of reinforcing a cylindrical underground pipeline, comprising the steps of:

laying an excavation coffer on the ground above the pipeline, front and rear faces of the coffer being placed transversely to the pipeline, each of said front and rear faces having along a lower edge thereof an indentation of a shape adapted to a cylindrical shape of the pipeline;

driving the coffer into the ground substantially until said indentations are brought up against the pipeline, and removing soil material between the front and rear faces of the coffer to provide access to an upper part of a wall of the pipeline;

further removing soil material under the pipeline from the inside of the coffer;

installing at least one reinforcement around the pipeline in an interval between the front and rear faces of the coffer; and

wherein the step of driving the excavation coffer into the ground comprises a first phase, wherein linear guides are driven vertically into the ground on either side of the pipeline, and a second phase, wherein the front and rear faces of the coffer are slid along said linear guides.

2. The method as claimed in claim 1, further comprising the preliminary step of removing part of the soil material above the pipeline where the excavation coffer is to be laid.

3. The method as claimed in claim 1, wherein the linear guides comprise sheet piles assembled into two curtains perpendicular to the pipeline on either side thereof.

4. The method as claimed in claim 1, further comprising the step of engaging at least one arcuate duct under the pipeline by pushing said duct along a lower part of the wall of the pipeline, said at least one reinforcement being threaded into said duct.

5. The method as claimed in claim 4, wherein the arcuate duct comprises two sections each covering substantially one quarter of a revolution, the two sections being pushed toward one another from two sides of the pipeline in order to meet underneath the pipeline.

6. The method as claimed in claim 4, wherein the arcuate duct covers substantially half of one revolution and is pushed from one side of the pipeline until it appears on the opposite side.

7. The method as claimed in claim 6, wherein the arcuate duct consists of a one-piece profile section, and wherein the coffer is driven into the ground and the soil material is removed so as to give access to more than half of a circumference on the upper part of the wall of the pipeline.

8. The method as claimed in claim 4, wherein the arcuate duct comprises at least one profile section bent in the form of an arc of a circle, having a side open to the inside of the curvature of the duct in order to come up against the wall of the pipeline.

9. The method as claimed in claim 8, wherein the arcuate duct is pushed with the aid of at least one actuator placed between a first bearing point fixed with respect to the coffer and a second bearing point mounted on the profile section.

10. The method as claimed in claim 9, wherein the position of the second bearing point along the profile section is varied as the arcuate duct is being pushed.

11. The method as claimed in claim 4, wherein a tool for decohesion of the soil material is placed in front of the arcuate duct during the engagement of the duct under the pipeline.

12. The method as claimed in claim 4, wherein the step of further removing soil material under the pipeline from the inside of the coffer comprises sucking soil material into the duct during the engagement of the duct under the pipeline.

13. The method as claimed in claim 4, wherein compressed air is expelled through orifices formed on lateral faces of the duct during the push of the duct under the pipeline.

14. The method as claimed in claim 4, further comprising the step of threading into the arcuate duct an insert having at least one cell for receiving a reinforcement or a group of reinforcements.

15. The method as claimed in claim 1, wherein the step of further removing soil material under the pipeline from the inside of the coffer comprises:

performing vertical excavations on both sides of the pipeline from within the excavation coffer, down to a level deeper than a bottom level of the pipeline;

digging a horizontal tunnel under the pipeline between the vertical excavations.

16. The method as claimed in claim 1, wherein the horizontal tunnel is dug by means of a conveyor belt carrying excavation cups.

17. A method of reinforcing a cylindrical underground pipeline, comprising the steps of:

laying an excavation coffer on the ground above the pipeline, front and rear faces of the coffer being placed transversely to the pipeline, each of said front and rear faces having along a lower edge thereof an indentation of a shape adapted to a cylindrical shape of the pipeline;

driving the coffer into the ground substantially until said indentations are brought up against the pipeline, and removing soil material between the front and rear faces of the coffer to provide access to an upper part of a wall of the pipeline;

engaging at least one arcuate duct under the pipeline by pushing said duct along a lower part of the wall of the pipeline;

further removing soil material from the arcuate duct under the pipeline from the inside of the coffer; and

threading at least one reinforcement into said duct around the pipeline in an interval between the front and rear faces of the coffer.

18. The method as claimed in claim 17, further comprising the preliminary step of removing part of the soil material above the pipeline where the excavation coffer is to be laid.

19. The method as claimed in claim 17, wherein the arcuate duct comprises two sections each covering substantially one quarter of a revolution, the two sections being pushed toward one another from two sides of the pipeline in order to meet underneath the pipeline.

20. The method as claimed in claim 17, wherein the arcuate duct covers substantially half of one revolution and is pushed from one side of the pipeline until it appears on the opposite side.

21. The method as claimed in claim 20, wherein the arcuate duct consists of a one-piece profile section, and wherein the coffer is driven into the ground and the soil material is removed so as to give access to more than half of a circumference on the upper part of the wall of the pipeline.

22. The method as claimed in claim 17, wherein the arcuate duct comprises at least one profile section bent in the form of an arc of a circle, having a side open to the inside of the curvature of the duct in order to come up against the wall of the pipeline.

23. The method as claimed in claim 22, wherein the arcuate duct is pushed with the aid of at least one actuator placed between a first bearing point fixed with respect to the coffer and a second bearing point mounted on the profile section.

24. The method as claimed in claim 23, wherein the position of the second bearing point along the profile section is varied as the arcuate duct is being pushed.

25. The method as claimed in claim 17, wherein a tool for decohesion of the soil material is placed in front of the arcuate duct during the engagement of the duct under the pipeline.

26. The method as claimed in claim 17, wherein the step of further removing soil material under the pipeline from the inside of the coffer comprises sucking soil material into the duct during the engagement of the duct under the pipeline.

27. The method as claimed in claim 17, wherein compressed air is expelled through orifices formed on lateral faces of the duct during the push of the duct under the pipeline.

28. The method as claimed in claim 17, further comprising the step of threading into the arcuate duct an insert having at least one cell for receiving a reinforcement or a group of reinforcements.