Magnetizable concrete composite for road-embedded wireless power transfer

Patent metadata

Field	Value
Publication number	US-10770932-B2
Application number	US-201816232899-A
Country	US
Kind code	B2
Filing date	Dec 26, 2018
Priority date	Sep 29, 2017
Publication date	Sep 8, 2020
Grant date	Sep 8, 2020

Abstract

A magnetizable concrete wireless power transfer pad can include a base, an inductive coil and a pillar. The base can comprise a magnetizable base concrete including concrete and first magnetizable particles, the first magnetizable particles having a magnetic permeability and a magnetic saturation. The inductive coil can be positioned directly adjacent and centered over the base, the inductive coil forming an inductive coil gap at its center inner perimeter between a conductive wire that form the inductive coil, the inductive coil having an outer perimeter, a lateral width, and a longitudinal length. The pillar can extend up from the base through the inductive coil gap, the pillar comprising a magnetizable pillar concrete including concrete and second magnetizable particles, the second magnetizable particles having a magnetic permeability and a magnetic saturation such that the base and the pillar collectively shape an external magnetic field produced by the inductive coil to increase the mutual coupling with a receiver pad, that way increasing the power transfer capabilities of the system.

First claim

What is claimed is:

1. A magnetizable concrete wireless power transfer pad, comprising:
a base comprising a magnetizable base concrete including concrete and first magnetizable particles, the first magnetizable particles having a magnetic permeability and a magnetic saturation;
an inductive coil positioned directly adjacent and centered over the base, the inductive coil forming an inductive coil gap at its center inner perimeter between a conductive wire that form the inductive coil, the inductive coil having an outer perimeter, a lateral width, and a longitudinal length; and
a pillar extending up from the base through the inductive coil gap, the pillar comprising a magnetizable pillar concrete including concrete and second magnetizable particles, the second magnetizable particles having a magnetic permeability and a magnetic saturation such that the base and the pillar collectively shape an external magnetic field produced by the inductive coil to reduce power and to increase inductance.

2. The magnetizable concrete wireless power transfer pad of claim 1 , wherein the base is planar and extends beyond the outer perimeter.

3. The magnetizable concrete wireless power transfer pad of claim 2 , further comprising a secondary shaping pillar extending up from the base along at least a lateral perimeter of the inductive coil, the secondary shaping pillar comprising a second magnetizable pillar concrete.

4. The magnetizable concrete wireless power transfer pad of claim 3 , wherein the first and second magnetic particles have a high aspect ratio from 2:1 to 100:1.

5. The magnetizable concrete wireless power transfer pad of claim 1 , wherein the first and second magnetic particles are ferrite in the form of oblate-shaped or prolate-shaped particles.

6. The magnetizable concrete wireless power transfer pad of claim 3 , wherein the first magnetic particles are from 1 to 20 mm in length.

7. The magnetizable concrete wireless power transfer pad of claim 3 , wherein the first and second magnetizable particles are ferrite.

8. The magnetizable concrete wireless power transfer pad of claim 3 , wherein the magnetizable base concrete containing 10% to 75% by volume of the first magnetizable particles.

9. The magnetizable concrete wireless power transfer pad of claim 1 , wherein the first magnetic particles in the magnetizable base concrete has a non-uniform distribution with a highest concentration of magnetic particles being closest to a surface facing the inductive coil and closest to an upper road surface and the second magnetic particles in the magnetizable pillar concrete has a non-uniform distribution with a highest concentration of magnetic particles being closest to surfaces facing the inductive coil.

10. The magnetizable concrete wireless power transfer pad of claim 9 , wherein the first and second magnetic particles are oriented along magnetic field lines of the inductive coil.

11. The magnetizable concrete wireless power transfer pad of claim 1 , further comprising a sub-base oriented adjacent the base opposite the pillar, wherein the sub-base comprises magnetizable concrete containing between 10% and 75% by volume magnetite and the magnetite being particles greater than one mm in diameter.

12. The magnetizable concrete wireless power transfer pad of claim 1 , wherein the base and pillar are one contiguous structure.

13. The magnetizable concrete wireless power transfer pad of claim 1 , wherein the base, pillar, and inductive coil are embedded in a solid concrete pad support unit formed of a concrete substantially free of magnetizable particles.

14. The magnetizable concrete wireless power transfer pad of claim 13 , wherein the solid concrete pad support unit provides an upper concrete layer having a surface thickness above the inductive coil from 1.5 cm to 10 cm.

15. The magnetizable concrete wireless power transfer pad of claim 1 , further comprising a shielding element positioned around at least a portion of a lateral perimeter of the sub-base wherein the shielding comprises a concrete and third magnetizable particles so as to reduce or eliminate the external magnetic field beyond an outer edge of the shielding element, the third magnetizable particles having a magnetic permeability lower than the first and the second magnetizable particles, and an electric conductivity higher than the first and the second magnetizable particles.

16. The magnetizable concrete wireless power transfer pad of claim 15 , wherein the third magnetizable particles comprise magnetite.

17. A method for making a magnetizable concrete wireless power transfer pad, the method comprising:
pouring a base comprising a magnetizable base concrete including concrete and first magnetizable particles, the first magnetizable particles having a magnetic permeability and a magnetic saturation;
pouring a pillar extending up from and centered over the base within an inductive coil gap and having a width smaller than a width of the base, the pillar comprising a magnetizable pillar concrete including concrete and second magnetizable particles, the second magnetizable particles having a magnetic permeability and a magnetic saturation such that the base and the pillar collectively shape an external magnetic field produced by an inductive coil to reduce power and to increase inductance;
positioning the inductive coil adjacent and centered over the base, the inductive coil forming the inductive coil gap at its center inner perimeter between a conductive wire that form the inductive coil, the inductive coil having an outer perimeter, a lateral width, and a longitudinal length; and
pouring a support concrete above the inductive coil to form an upper road surface and optionally below and surrounding the base.

18. The method of claim 17 , further comprising pouring a subbase oriented adjacent the base opposite the pillar.

19. The method of claim 17 , where the base is planar and extends beyond the outer perimeter.

20. The method of claim 17 , further comprising pouring a secondary shaping pillar extending up from the base along at least a lateral perimeter of the inductive coil, the secondary shaping pillar comprising a second magnetizable pillar concrete.

21. The method of claim 17 , wherein the first and second magnetic particles have a high aspect ratio from 2:1 to 100:1, wherein the first and second magnetic particles are ferrite in the form of oblate-shaped or prolate-shaped particles, wherein the first magnetic particles are from 1 to 20 mm in length, and wherein the magnetizable base concrete and the magnetizable pillar concrete contain 10% to 75% by volume of the first magnetizable particles and second magnetizable particles respectively.

22. The method of claim 17 , wherein the first magnetic particles in the magnetizable base concrete and the magnetizable pillar concrete have a non-uniform distribution with a highest concentration of magnetic particles being closest to a surface facing the inductive coil and an upper road surface.

23. The method of claim 17 , wherein the base, and pillar are poured as one contiguous structure.

24. The method of claim 17 , further comprising increasing a magnetic orientation uniformity of the magnetic particles by subjecting the magnetizable concrete to vibration and an external magnetic field prior to curing of the magnetizable concrete, wherein the vibration and external magnetic field orient the first and second magnetic particles along magnetic field lines

Assignees

• Univ Utah State
• Pantic Zeljko
• Maquire Marc
• Tavakoli Reza

Inventors

• Pantic Zeljko
• Maquire Marc
• Tavakoli Reza

Classifications

• E01C9/00 Primary

  Special pavings (specially adapted for playgrounds or sports grounds E01C13/00, for footpaths, sidewalks or cycle tracks E01C15/00); Pavings for special parts of roads or airfields (pavement lights E01C17/00; manholes or like covers or frames E02D29/14) · CPC title

• H02J50/90 Primary

  involving detection or optimisation of position, e.g. alignment · CPC title

• C04B28/04

  Portland cements · CPC title

• H02J50/10

  using inductive coupling · CPC title

• C04B2111/94

  Electrically conducting materials · CPC title