Ground reinforcing device

Patent metadata

Field	Value
Publication number	US-10161096-B2
Application number	US-201615168363-A
Country	US
Kind code	B2
Filing date	May 31, 2016
Priority date	May 31, 2016
Publication date	Dec 25, 2018
Grant date	Dec 25, 2018

Abstract

The disclosure relates to a device for reinforcing a ground on which is disposed a loading structure. Threaded inclusions are disposed vertically within the ground and reinforce said ground. The core diameter of threaded inclusions is between 250 mm and 450 mm and the external diameter is between 350 mm and 600 mm. A load transmitting layer is interposed between the ground and the loading structure disposed thereon, so as to transmit and distribute the load from the loading structure to both the ground and the plurality of inclusions. A ratio between a distance between axes of two adjacent inclusions and the internal diameter of said adjacent inclusions is between 4 and 14, and the inclusions are made from a material having a specified 28-day compressive strength between 5 MPa and 35 MPa.

First claim

What is claimed is:

1. A device for reinforcing a ground on which is disposed a loading structure, said device comprising:
a plurality of inclusions disposed vertically within the ground and configured to mechanically reinforce said ground, the inclusions being formed in situ, each inclusion of the plurality of inclusions having an axis and comprising a cylindrical core surrounded by at least one helical thread extending along the axial length of the cylindrical core, the cylindrical core defining an internal diameter of the inclusion and the helical thread defining an external diameter of the inclusion, wherein the internal diameter is between 250 mm and 450 mm and the external diameter is between 350 mm and 600 mm, wherein the helical thread has a pitch, and wherein a ratio between said pitch and an axial thickness of the helical thread is between 4 and 6,
a load transmitting layer interposed between the ground and the loading structure disposed thereon, configured to transmit and distribute the load from the loading structure to both the ground and the plurality of inclusions,
wherein a ratio between a distance between axes of two adjacent inclusions and the internal diameter of said adjacent inclusions is between 4 and 14, and
wherein each of the inclusions comprises a mortar having a specified 28-day compressive strength between 12 MPa and 27 MPa.

2. The device according to claim 1 , wherein the helical thread has a radial height between 30 mm and 100 mm.

3. The device according to claim 1 , wherein the helical thread has an axial thickness between 30 mm and 80 mm.

4. The device according to claim 1 , wherein the load transmitting layer has a thickness between 0.3 m and 1.5 m.

5. The device according to claim 1 , wherein at least one of said plurality of inclusions comprises first and second helical threads.

6. The device according to claim 5 , wherein a ratio between an axial distance between said first and second helical threads and an axial thickness of the first helical thread, is between 3 and 7.

7. A device for reinforcing a ground on which is disposed a loading structure, said device comprising:
a plurality of in situ formed inclusions disposed vertically within the ground and configured to mechanically reinforce said ground, each inclusion of the plurality of inclusions having an axis and comprising a cylindrical core surrounded by at least one helical thread extending along the axial length of the cylindrical core, the cylindrical core defining an internal diameter of the inclusion and the helical thread defining an external diameter of the inclusion, wherein the internal diameter is between 250 mm and 450 mm and the external diameter is between 350 mm and 600 mm, and at least one of said plurality of inclusions comprises first and second helical threads, the first helical thread having a pitch, the second helical thread being translated axially by a distance less than said pitch relative to the first helical thread,
a load transmitting layer interposed between the ground and the loading structure disposed thereon, configured to transmit and distribute the load from the loading structure to both the ground and the plurality of inclusions,
wherein a ratio between a distance between axes of two adjacent inclusions and the internal diameter of said adjacent inclusions is between 4 and 14, and
wherein each of the inclusions comprises a material having a specified 28-day compressive strength between 5 MPa and 35 MPa.

8. The device according to claim 7 , wherein the first helical thread has an axial thickness between 30 mm and 80 mm.

9. The device according to claim 7 , wherein the first helical thread has a pitch, and wherein a ratio between said pitch and an axial thickness of the first helical thread is between 3 and 7.

10. The device according to claim 7 , wherein said material is mortar or grout.

11. The device according to claim 7 , wherein the load transmitting layer has a thickness between 0.3 m and 1.5 m.

12. The device according to claim 7 , wherein a ratio between an axial distance between said first and second helical threads and an axial thickness of the first helical thread, is between 3 and 7.

Assignees

• Soletanche Freyssinet

Inventors

• Masse Frederic
• Quandalle Benoit
• Buschmeier Brandon
• Shatzer Kyle

Classifications

• E02D3/12 Primary

  Consolidating by placing solidifying or pore-filling substances in the soil (making piles E02D5/46; soil-conditioning or soil-stabilising materials C09K17/00; consolidation of ground around boreholes or wells E21B43/025) · CPC title

• E02D7/22

  Placing by screwing down {(screw piles per se E02D5/56)} · CPC title

• E02D5/808

  anchored by using exclusively a bonding material · CPC title

• E02D5/24

  Prefabricated piles · CPC title

• E02D5/801

  driven by screwing · CPC title