Three dimensional paving

• US 9,903,078 B2
• Filed: 02/08/2016
• Issued: 02/27/2018
• Est. Priority Date: 02/08/2016
• Status: Active Grant

• Current Assignee: The Florida International University Board of Trustees (State University System of Florida)
• Original Assignee: The Florida International University Board of Trustees (State University System of Florida)
• Inventors: Ali, Hesham
• Primary Examiner(s): RISIC, ABIGAIL ANNE
• Application Number:
  US15/018,152
• Publication Number:
  US 20170226709A1
• Time in Patent Office: 750 Days
• CPC Class Codes: E01C 19/002 Apparatus for preparing and placing the materials and for consolidating or finishing the paving
• CPC Class Codes: E01C 19/48 for laying-down the materials and consolidating them, or finishing the surface , e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ E01C19/002, E01C23/065 take precedence; devices for guiding or controlling the machines along a predetermined path E01C19/004
• CPC Class Codes: E01C 23/07 Apparatus combining measurement of the surface configuration of paving with application of material in proportion to the measured irregularities measuring means only E01C23/01 G01B

Abstract

The subject invention provides methods of preparing and/or modifying a working area of interest that results in a level surface layer. In preferred embodiments, a three-dimensional (3-D) paver is utilized to deposit a compressible paving material, wherein, prior to being compacted mechanically, the pavement has a thickness that varies in accordance with the topography of the subgrade surface. Advantageously, paving methods comprising 3-D printing technology provided herein offer a more effective, economical, and versatile solution in preparing level road surface layers than existing paving machines.

Claims

1. A method of creating a level surface layer of a working area, comprising:

identifying a reference station in the vicinity of the working area;

providing a three-dimensional (3-D) mapping of the topography of the working area using a scanner system, the topography comprising a collection of 3-D coordinates at the surface of the working area;

determining the thickness of a paving material to be deposited based on the numeric comparison between the reference station and each of the 3-D coordinates of the measured topography of the working area, wherein the thickness data and variations thereof across the working area are stored in a computer memory;

depositing at least one layer of the paving material onto the working area using a 3-D printer, the printer being controlled by the thickness data stored in the memory that is adjusted by a predetermined amount in accordance with the compressibility of the paving material, the 3-D printer comprising a positioning system and a dispensing system, the dispensing system comprising a nozzle intake component, a hose, and a nozzle tip, and the positioning system being controlled electronically to move the nozzle tip in vertical, longitudinal, and transverse directions, wherein the sizes of the nozzle intake, the hose, and the nozzle tip are selected to accommodate the nominal maximum aggregate size of the desired paving material; and

mechanically compacting the deposited pavement to achieve a level surface layer over the working area.

2. The method according to claim 1, wherein the working area is a road surface.

3. The method according to claim 1, wherein the scanner system utilizes an optical sensor, an acoustic sensor, a global positioning system, or an automated total station system.

4. The method according to claim 3, wherein the 3-D topography of the working area is obtained using a LIDAR system.

5. The method according to claim 1, wherein the paving material is compressible.

6. The method according to claim 5, wherein the paving material is asphalt.

7. The method according to claim 1, wherein the paving material is incompressible.

8. The method according to claim 7, wherein the paving material is concrete, polymer, or a polymerized cold mix for microsurfacing.

9. The method according to claim 7, wherein the thickness of the deposited paving material is as thin as ⅜

of an inch.

10. The method according to claim 9, wherein the thickness of the deposited paving material is less than 1 inch.

19. The method of claim 1, further comprising:

using optimization techniques to develop a best-fit surface;

determining whether a deviation from the best-fit surface is less than 0.5 inches; and

using an infrared heater box to adjust the surface elevation.

11. A method of creating a level surface layer of a working area, comprising:

identifying a reference station in the vicinity of the working area;

providing a three-dimensional (3-D) mapping of the topography of the working area using a LIDAR system, the topography comprising a collection of 3-D coordinates of the surface of the working area;

determining the thickness of a desired paving material to be deposited based on the numeric comparison between the reference station and each of the 3-D coordinates of the measured topography of the working area, wherein the thickness data and variations thereof across the working area are stored in a computer memory;

depositing at least one layer of the paving material onto the working area using a 3-D printer, the printer being controlled by the thickness data stored in the memory that is adjusted by a predetermined amount in accordance with the compressibility of the paving material, wherein the 3-D printer comprises a positioning system and a dispensing system, the positioning system being controlled electronically to move components of the dispensing system in vertical, longitudinal, and transverse directions, and the dispensing system further comprising a nozzle intake component, a hose, and a nozzle tip, wherein the sizes of the nozzle intake, the hose, and the nozzle tip are selected to accommodate the nominal maximum aggregate size of the paving material; and

mechanically compacting the deposited pavement to achieve a level surface layer over the working area.

12. The method according to claim 11, wherein the paving material is compressible.

13. The method according to claim 12, wherein the paving material is asphalt.

14. The method according to claim 11, wherein the paving material is incompressible.

15. The method according to claim 14, wherein the paving material is concrete, polymer, or polymerized cold mix for microsurfacing.

16. The method according to claim 11, wherein the thickness of the deposited paving material is at least ⅜

of an inch.

17. A three-dimensional (3-D) printing system for paving a level surface, comprising a positioning system and a dispensing system housed together in a motorized vehicle, the positioning system being controlled electronically to move components of the dispensing system in vertical, longitudinal, and transverse directions, the dispensing system further comprising a nozzle intake component, a hose, and a nozzle tip, wherein the sizes of the nozzle intake, the hose, and the nozzle tip are selected to accommodate the nominal maximum aggregate size of a desired paving material.

18. The printer system according to claim 17, further comprising at least one of the following components:

a hydraulic motor system controlled by the positioning system, an aggregate mixer, a hydraulic pump, vertical and horizontal guides for the positioning system, and a computer control system.