Method for producing a reinforced structure in the ground

Patent metadata

Field	Value
Publication number	US-10106976-B2
Application number	US-201314430611-A
Country	US
Kind code	B2
Filing date	Sep 26, 2013
Priority date	Sep 27, 2012
Publication date	Oct 23, 2018
Grant date	Oct 23, 2018

Abstract

Various methods of making a reinforced structure in the ground using a boring tool are provided. One of the methods includes providing a boring tool having a boring tube that can vibrate. The method also includes making a borehole in the ground using the boring tool while causing the boring tube to vibrate. Additionally, the method includes, when the boring tube has reached a predetermined depth, injecting a sealing grout into the boring tube that embeds the boring tube in the sealing grout. Further, the method includes detaching the boring tube from the boring tool, thereby providing a structure reinforced by the boring tube.

First claim

The invention claimed is:

1. A method of making a reinforced structure in ground, said method comprising:
calculating a target vibration frequency;
providing a boring tool comprising a boring tube having a distal end that carries a cutter member and a vibrating device configured to vibrate the boring tube;
making a borehole in the ground using the boring tool, wherein:
making the borehole comprises vibrating the boring tube at the target vibration frequency, and boring the boring tube to a predetermined depth,
the length of the boring tube is increased while the borehole is made, and
the target vibration frequency is recalculated each time the length of the boring tube is increased;

when the boring tube has reached the predetermined depth, injecting a sealing grout into the boring tube in order to embed the boring tube in the sealing grout; and
after embedding the boring tube, detaching the boring tube from the boring tool, thereby obtaining a reinforced structure provided with a reinforcing element constituted by the boring tube.

2. The method according to claim 1 , wherein the diameter of the cutter member is greater than the diameter of the boring tube.

3. The method according to claim 1 , wherein, while injecting the sealing grout, the boring tube is caused to vibrate.

4. The method according to claim 1 , wherein a centering device is fastened to the boring tube in order to ensure that the reinforcing element is centered in the borehole while the sealing grout is being injected.

5. The method according to claim 1 , wherein the direction of the borehole is inclined relative to a vertical direction.

6. The method according to claim 5 , wherein the direction of the borehole is inclined relative to the vertical direction by an angle that is strictly greater than 90°.

7. A method of fabricating a micropile, wherein the steps of the method according to claim 1 are performed.

8. A method of fabricating an umbrella vault, wherein the steps of the method according to claim 1 are performed.

9. A method of making a reinforced structure in ground, said method comprising:
providing a boring tool comprising a boring tube having a distal end that carries a cutter member and a vibrating device configured to vibrate the boring tube;
calculating a target vibration frequency using a length of the boring tube, a propagation speed of compression waves in the boring tube, and a predetermined maximum frequency value;
making a borehole in the ground to a predetermined depth using the boring tool while vibrating the boring tube;
when the boring tube has reached the predetermined depth, injecting a sealing grout into the boring tube in order to embed the boring tube in the sealing grout; and
after embedding the boring tube, detaching the boring tube from the boring tool, thereby obtaining a reinforced structure provided with a reinforcing element constituted by the boring tube.

10. A method of making a reinforced structure in ground, said method comprising:
providing a boring tool comprising a boring tube having a distal end that carries a cutter member and a vibrating device configured to vibrate the boring tube;
calculating a target vibration frequency equal to:
Fmax, named the predetermined maximum frequency value, if Fmax<(V)/(2*L), where V is the propagation speed of compression waves in the boring tube and L is the length of the boring tube; or
(n*V)/(2*L) if Fmax>(V)/(2*L), where n is an integer greater than or equal to 1 selected so that (n*V)/(2*L)<=Fmax and ((n+1)*V)/(2*L)>Fmax;

making a borehole in the ground to a predetermined depth using the boring tool while causing the boring tube to vibrate at the target vibration frequency;
when the boring tube has reached the predetermined depth, injecting sealing grout into the boring tube in order to embed the boring tube in the sealing grout; and
after embedding the boring tube, detaching the boring tube from the boring tool, thereby obtaining a reinforced structure provided with a reinforcing element constituted by the boring tube.

11. A method of making a borehole using a boring tool, the boring tool comprising a boring tube, a distal end, and a vibrating device configured to vibrate the boring tube at more than one frequency, wherein making the borehole comprises:
determining a first vibration frequency based on an initial length of the boring tube;
drilling the boring tube into ground while vibrating the boring tube at the first vibration frequency using the vibrating device;
increasing the length of the boring tube to a second length;
determining a second vibration frequency based on the second length of the boring tube;
drilling the boring tube into ground while vibrating the boring tube at the second vibration frequency using the first vibrating device;
at a predetermined depth, embed the boring tube in the borehole by injecting sealing grout into the borehole from the distal end of the boring tool; and
detaching the boring tube from the boring tool after embedding the boring tube in the borehole.

Assignees

• Soletanche Freyssinet

Inventors

• Viargues Daniel
• Guillon Christophe

Classifications

• E04B1/4157 Primary

  Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head · CPC title

• E02D5/385 Primary

  with removal of the outer mould-pipes (documents also covered by one or several of the groups E02D5/40 - E02D5/44 are classified in all the relevant groups) · CPC title

• E02D7/18

  Placing by vibrating {(vibrators for soil compacting E02D3/046)} · CPC title