METHOD AND APPARATUS FOR CREATING RAMMED AGGREGATE PIERS USING A HOLLOW MANDREL WITH UPWARD FLOW RESTRICTORS

• US 20080205993A1
• Filed: 02/22/2008
• Published: 08/28/2008
• Est. Priority Date: 02/22/2007
• Status: Active Grant

• Current Assignee: Geopier Foundation Company Incorporated (Tensar International Corporation)
• Original Assignee: Brian Metcalfe, Kord J. Wissmann
• Inventors: Wissmann, Kord J., Metcalfe, Brian
• Granted Patent: US 7,604,437 B2
• Time in Patent Office: Days
• US Class Current: 405/232
• CPC Class Codes: E02D 3/08 by inserting stones or lost bodies, e.g. compaction piles sand drains for soil compaction E02D3/10; stressing soil while forming foundations E02D27/28
• CPC Class Codes: E02D 5/36 making without use of mouldpipes or other moulds
• CPC Class Codes: E02D 5/44 with enlarged footing or enlargements at the bottom of the pile

Abstract

A system and method for installing aggregate piers is provided. A cylindrical hollow mandrel is driven to a desired depth. Aggregate is fed through the mandrel in steps. The mandrel is raised and driven to tamp the aggregate. Physical members in a tamping head of the mandrel allow aggregate to remain in a cavity formed by the mandrel, and prevent aggregate from entering the mandrel during driving.

Claims

1. A system for constructing aggregate piers, comprising:

a mandrel having an upper portion and a tamper head, and a passage extending therethrough for feeding aggregate through the mandrel to the tamper head; and

said tamper head being open to provide a passage for aggregate to pass through the tamper head out of the mandrel, and having structural members connected therein for allowing free flow of aggregate therethrough when the mandrel is raised during operation, and for preventing aggregate flow back into the mandrel during downward tamping.

2. The system of claim 1, wherein the tamper head is larger in diameter than the upper portion of the mandrel.

3. The system of claim 1, further comprising a driving plate engageable with the tamper head to prevent soil from entering the mandrel during driving thereof to a predetermined depth.

4. The system of claim 1, wherein said structural members comprise moveable mechanical flow restrictors which move to block the tamper head passage into the mandrel preventing aggregate from flowing into the mandrel during tamping.

5. The system of claim 4, wherein said mechanical flow restrictors comprise chains attached to extend downward around an inner wall of the tamper head.

6. The system of claim 4, further comprising a driving plate engageable with the tamper head to prevent soil from entering the mandrel during driving thereof to a predetermined depth.

7. The system of claim 1, wherein said structural members comprise passive flow restrictors which impede flow of aggregate back into the mandrel during tamping.

8. The system of claim 7, wherein said passive flow restrictors are substantially horizontally extending members fixed around an inner wall of the tamper head around an interior periphery thereof.

9. The system of claim 8, wherein said substantially horizontally extending members have a top surface inclined from about 0 degrees relative to the horizontal to about 60 degrees downward from the horizontal.

10. The system of claim 7, further comprising a driving plate engageable with the tamper head to prevent soil from entering the mandrel during driving thereof to a predetermined depth.

11. The system of claim 1, wherein said mandrel upper portion and tamper head are a single unitary unit of uniform outer diameter.

12. The system of claim 1, wherein said mandrel upper portion and tamper head are two separate units connected together.

13. The system of claim 12, wherein said tamper head is of larger diameter than said upper portion.

14. A method of constructing aggregate piers comprising use of a mandrel having an upper portion and a tamper head, the upper portion and the tamper head being for allowing flow of aggregate therethrough, the method comprising:

providing structural members connected inside the tamper head in a configuration for allowing aggregate to remain in a cavity formed by driving of the mandrel, when the mandrel is raised during operation; and

preventing aggregate flow back into the mandrel during tamping operations through engagement between said structural members and said aggregate.

15. The method of claim 14, further comprising feeding aggregate into said tamper head and driving the mandrel to a desired depth.

16. The method of claim 15, further comprising feeding aggregate into the mandrel when the mandrel is at the desired depth, raising the mandrel to allow said aggregate to remain, tamping the discharged aggregate and repeating said steps until a desired aggregate pier is built.

17. The method of claim 16, wherein said aggregate is one of stone, recycled concrete, recycled asphalt, slag, sand, and glass.

18. The method of claim 14, further comprising engaging a sacrificial plate with the tamper head to close flow into the tamping head, and driving the mandrel to a desired depth.

19. The method of claim 18, wherein said sacrificial plate is released from the tamper head upon driving to said desired depth.

20. The method of claim 19, further comprising feeding aggregate into the mandrel when the mandrel is at the desired depth, raising the mandrel to allow said aggregate to remain, tamping the discharged aggregate and repeating said steps until a desired aggregate pier is built.

21. The method of claim 20, wherein said aggregate is one of stone, recycled concrete, recycled asphalt, slag, sand, and glass.

22. The method of claim 14, wherein said structural members comprise moveable mechanical flow restrictors which move to block the tamper head passage into the mandrel preventing aggregate from flowing into the mandrel during tamping.

23. The method of claim 22, wherein said mechanical flow restrictors comprise chains attached around an inner wall of the tamper head to extend downward therein.

24. The method of claim 14, wherein said structural members comprise passive flow restrictors which impede flow of aggregate into the mandrel during tamping.

25. The method of claim 24, wherein said passive flow restrictors are substantially horizontally extending members around an interior periphery of the tamper head.

26. The method of claim 25, wherein said substantially horizontally extending members have a top surface inclined from about 0 degrees relative to the horizontal to about 60 degrees downward from the horizontal.

27. A system for constructing aggregate piers, comprising:

a mandrel having an upper portion and a tamper head, and a passage extending therethrough for feeding aggregate through the mandrel to the tamper head; and

said tamper head being open to provide a passage for aggregate to pass through the tamper head into a cavity, and having moveable mechanical flow restrictors which move to block the tamper head passage into the mandrel for preventing aggregate from flowing into the mandrel during tamping.

28. The system according to claim 27, wherein said mechanical flow restrictors comprise chains attached around an inner wall of the tamper head to extend downward therein.

29. The system according to claim 27, wherein said tamper head is larger in diameter than the upper portion of the mandrel.

30. The system according to claim 27, further comprising a driving plate engageable with the tamper head to prevent soil from entering the mandrel during driving thereof to a predetermined depth.

31. A system for constructing aggregate piers, comprising:

a mandrel having an upper portion and a tamper head, and a passage extending therethrough for feeding aggregate through the mandrel to the tamper head; and

said tamper head being open to provide a passage for aggregate to pass through the tamper head into a cavity, and having passive flow restrictors for preventing aggregate from flowing into the mandrel during tamping.

32. The system according to claim 31, wherein said passive flow restrictors are substantially horizontally extending members fixed around an inner wall of the tamper head around an interior periphery thereof.

33. The system according to claim 32, wherein said substantially horizontally members have a top surface inclined from about 0 degrees relative to the horizontal to about 60 degrees downward from the horizontal.

34. The system according to claim 31, further comprising a driving plate engageable with the tamper head to prevent soil from entering the mandrel during driving to a predetermined depth.