Method and system for installing micropiles with a sonic drill

• US 8,136,611 B2
• Filed: 08/19/2009
• Issued: 03/20/2012
• Est. Priority Date: 02/28/2005
• Status: Active Grant

• Current Assignee: Raymond Roussy
• Original Assignee: Raymond Roussy
• Inventors: Roussy, Raymond
• Primary Examiner(s): WRIGHT, GIOVANNA COLLINS
• Application Number:
  US12/543,743
• Publication Number:
  US 20100040419A1
• Time in Patent Office: 944 Days
• Field of Search: 175/55, 175/56, 175/57, 175/171, 405/244
• US Class Current: 175/56
• CPC Class Codes: E21B 7/24 Drilling using vibrating or oscillating means, e.g. out-of-balance masses percussion drilling E21B1/00
• CPC Class Codes: F24S 2080/05 Flow guiding means; Inserts inside conduits
• CPC Class Codes: F24T 10/17 using tubes closed at one end, i.e. return-type tubes
• CPC Class Codes: F24T 2010/53 Methods for installation
• CPC Class Codes: Y02E 10/10 Geothermal energy

Abstract

Disclosed is a method for drilling a cased hole and installing a micropile. A sonic drilling apparatus is positioned at a desired location. The sonic drilling apparatus includes a rotating and vibrating apparatus for rotating and vibrating a drill string into the ground. The cased hole is drilled to a desired depth by rotating and vibrating the hollow drill string into the ground while discharging fluid into the inner space of the hollow drill string. A micropile is then lowered into the cased hole. Grouting material may be discharged into the cased hole before or after the drill string is removed from the ground.

Claims

1. A method for drilling a cased hole and installing a micropile, the method comprising:

positioning a sonic drilling apparatus at a desired location, the sonic drilling apparatus including a rotating and vibrating apparatus for rotating and vibrating a hollow drill string into the ground, the hollow drill string having an inner space;

drilling the cased hole to a desired depth by rotating and vibrating the drill string into the ground and discharging a fluid into the inner space of the hollow drill string; and

lowering the micropile into the cased hole following the drilling of the cased hole to the desired depth and removing the drill string from the ground.

2. The method as claimed in claim 1 further including discharging grouting material into the cased hole following the lowering of the micropile into the cased hole.

3. The method claimed in claim 1 further including simultaneously vibrating the drill string out of the ground and discharging grouting material into the cased hole, following the lowering of the micropile into the cased hole.

4. The method as claimed in claim 1 further including discharging sufficient fluid into the inner space of the hollow drill string to keep the inner space clear of debris.

5. The method as claimed in claim 1 further including discharging sufficient fluid into the inner space of the hollow drill string to either carry debris up an outside of the hollow drill string to the ground surface or push debris into the ground.

6. The method as claimed in claim 1 further including oscillating the fluid to provide an additional drilling force.

7. A system for drilling a hole and installing a micropile, the system comprising:

a sonic drilling apparatus including a rotating and vibrating apparatus for rotating and vibrating a hollow drill string into the ground, the hollow drill string having an inner space;

a fluid discharging apparatus for discharging a fluid into the inner space of the hollow drill string;

a micropile for lowering into the inner space of the hollow drill string; and

a grouting apparatus for discharging grouting material to encompass the micropile.

8. The system claimed in claim 7 wherein the fluid discharging apparatus and the drilling apparatus operate simultaneously.