METHOD AND APPARATUS FOR RECYCLING ASPHALT MILINGS

Abstract

Apparatus and method for recycling asphalt millings containing bitumen and stone. A milling tube is provided having an outer tube and an inner tube axially aligned with and substantially contained within the outer tube, the inner tube having a diameter less that a diameter of the outer tube to thus define a mixing space between the inner and outer tubes. At least one of the inner and outer tubes is adapted to rotate relative to the other. An inlet is provided to the mixing space to receive the asphalt millings. A plurality of inner tube projections project radially outward from a surface of the inner tube toward the outer tube, and a plurality of outer tube projections project radially inward from a surface of the outer tube toward the inner tube. The milling tube facilitates the separation of the asphalt millings into bitumen and stone as one of the inner and outer tubes rotates relative to the other. Preferably, at least one of the outer and inner tubes contains an abrasive coating on a surface thereof, the inner tube projections and outer tube projections are comprised of wire rope, and an inlet is provided in the outer tube through which cold air can be applied to the mixing space.

Claims

1. A method for recycling asphalt millings containing bitumen and stone, said method comprising: a. delivering said asphalt millings to a mixing space having an abrasive surface; b. mixing said asphalt millings in said mixing space during which said millings are exposed to said abrasive surface; c. applying cold air to said asphalt millings during at least a portion of said mixing step; wherein said steps of mixing and applying cold air facilitate the separation of said bitumen and stone.

2. The method of claim 1 wherein said step of mixing said asphalt millings heats said millings through friction, before said step of applying cold air to said millings.

3. The method of claim 1 wherein said step of mixing occurs in said mixing space defined between an outer tube and an inner tube axially aligned with and substantially contained within said outer tube, said inner tube having a diameter less that a diameter of said outer tube.

4. The method of claim 1 wherein said step of mixing comprises rotating said inner tube within said outer tube.

5. The method of claim 1 wherein said step of applying cold air comprises the application of one of liquid nitrogen or dry ice to said asphalt millings.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0009] These and other aspects of the invention will be described with reference to the following drawing figures, of which:

[0010] FIG. 1 is a perspective view of the apparatus in accordance with the present invention;

[0011] FIG. 2 is a cut-away illustrating the interior structure of the apparatus of FIG. 1;

[0012] FIG. 3 is an illustration of the interiors of the inner and outer tubes in accordance with the present invention; and

[0013] FIG. 4 is an illustration of the interiors of the input end of the apparatus in accordance with the present invention.

DETAILED DESCRIPTION

[0014] As will be described, the present invention is directed to a method and apparatus that cleanly and efficiently separates stone from bitumen in asphalt millings, that does not require the application of external heat, liquid, churning, or processing time, that is free from run off, that can be implemented in a mobile apparatus on project sites, and which will yield 100% recyclable materials, namely bitumen and stone. The present invention can also be utilized within asphalt plants, landfills, and/or any location permitted by state and local ordinances.

[0015] With reference to FIGS. 1 and 2, an example of an apparatus 10 in accordance with the present invention is shown. A hopper 12 is provided for accepting the asphalt millings by physical or automated means. The asphalt millings are passed through hopper 12 where they flow onto an auger or screw conveyor 14, where the asphalt millings are spread and dried. Although not shown, the conveyor 14 is preferably provided with perforations, allowing air to be passed therethrough to facilitate the drying of the millings. The conveyor 14 may also be provided with grates placed to allow for any obstruction materials to be discarded and/or collected. At this point, the conveyed and dried the asphalt millings can be inspected by physical or automated means, if desired, and then passed into controlled hopper 16. Controlled hopper 16 can be manned physically and/or automated, and functions to meter an appropriate amount of dried asphalt millings into asphalt milling tube 18 (at inlet 19), which will be described with reference to FIGS. 3 and 4.

[0016] As shown in FIGS. 3 and 4, milling tube 18 is comprised of an outer tube 20 and an axially aligned inner tube 22 which is rotatable within outer tube 20. Outer tube 20 may be constructed of steel in various thicknesses (for example, one-quarter to one-half inch), and may be approximately 30 inches in diameter, for example, although other materials, diameters and thicknesses may be employed if desired. Inner tube 22 may also be constructed of steel, have various thicknesses (for example, one-quarter to one-half inch) and may be approximately 18 inches in diameter for an outer tube 30 inches in diameter, although other relative dimensions may be selected if desired. Inner tube 22 rotates within outer tube 20 by means of axial shaft 24, best shown in FIG. 3. Shaft 24 can be approximately 3 inches in diameter, although other sizes may be used if desired. The overall length of the milling tube 18 can be approximately 10 to 20 feet, although other dimensions may be used, if desired.

[0017] As best shown in FIGS. 3 and 4, outer tube 20 is provided with wire rope “bullets” 26 that protrude radially into the interior of the tube. Bullets 26 may be arranged in the configuration shown in FIG. 3, where 4×6 matrices of bullets can be placed at various locations along the tube 20, as desired, depending upon the asphalt millings that are processed. Each bullet 26 can be formed of one-half inch steel wire rope crimped at about 10,000 lbs. in half inch Schedule 40 steel pipe, and will protrude approximately one-half inch into the interior of the tube (beyond the abrasive coating, discussed below).

[0018] Inner tube 22 is provided with wire rope brushes 28 that project radially outwardly toward the outer tube. Different configurations and locations of brushes 28 can be used, but preferably, brushes 28 can be configured in a generally helical arrangement, so that they function as an auger to move the millings from the input end 19 of milling tube 18 to its output end 21. Each brush 28 can be formed of one-half inch steel wire rope crimped at about 10,000 lbs. in half or three quarter inch Schedule 40 steel pipe and will protrude approximately one-half inch from the surface of tube 22.

[0019] Thus, it will be appreciated that the combination of the bullets 26 and the rotating wire brushes 28 turbulently mix the millings during the separation process. It is again noted that other dimensions can be used in accordance with the present invention, as will be appreciated in view of the present disclosure.

[0020] Finally, the inner surface of the outer tube 20 is coated with an abrasive. For example, a mineral compound can be prepared by mixing an epoxy and hardener with a mixture of non-fibrous aluminum oxide, aluminum silicate, and/or titanium aluminum oxide, which may be obtained commercially in the form of Bauxite. Alternatively, instead of Bauxite, silicon carbide or diamond particles may be used. The above abrasive materials are mixed with the epoxy/hardener and coated on the inner surface of the outer tube 20 to thereby provide a coarse, abrasive layer which can be approximately ⅜ inch in thickness.

[0021] In operation, the asphalt millings enter outer tube 20 from controlled hopper 16 at a rate of approximately 35 pounds per second. Inner tube 22 is rotated at approximately 300 revolutions per minute, and wire brushes 28 spin the asphalt millings against bullets 26 and the abrasive surface. The friction resulting from this action creates heat which facilitates the separation process; depending on the climate and season of the year, the application of additional heat may be required. Outer tube 20 is then jetted with liquid nitrogen, dry ice or the like through jet inlet 30, FIG. 1, located downstream of the inlet 19. This combination of the turbulent mixing of the millings against the abrasive coating, the generation of heat and the subsequent application of cold, causes the bitumen to separate from the stone, leaving a re-usable natural asphalt binder (bitumen), and stone. The natural asphalt binder is then removed from the output end 21 of milling tube 18 and collected through a series of grates, conveyors and possibly vacuums that function to separate the binder from the stone in a manner that will be understood.

[0022] Thus, the foregoing process can convert asphalt millings to be 100% recyclable as natural asphalt binder and clean stone.