This disclosure relates to asphalt processing and in particular to asphalt material recycling.
According to the Federal Highway Administration, presently about 80% of old asphalt pavement in the United States is recycled. Recycling begins by grinding up old pavement at a road site, trucking it to a recycling processing facility, re-grinding it into smaller-sized material, grading the material according to size and quality, and then re-mixing the material with some fresh cement additives into new hot mix asphalt product.
Hot mix asphalt is made by combining aggregates with virgin asphalt cement, such as bitumen, a synthetic cement, or an equivalent. Before recycling, the recycled pavement product is graded by size of the ground particles, moisture content, asphalt content, and any other features desired. It is then added to the hot mix asphalt mix and replaces some amount (perhaps all) of the aggregates and some amount (perhaps all) of the asphalt cement depending on the asphalt content of the recycled product. Recycled product that is ground finely and has high asphalt content is highly regarded in making hot mix asphalt for new pavement.
After old pavement is milled at the road site, it is trucked to a recycling facility where the milled pavement is ground, sorted, and graded, as described above. Recycling that product is not new. There are, however, now prior art facilities that not only recycle asphalt product, but also grind and separate the processed old pavement into piles according to particle size, prior to its use in the hot mix operation. In Aggregate & Mining Journal (2005) pp. 26-27, a recycled asphalt processing facility is advertised that crushes, sizes, separates and stores recycled asphalt product within one automated, self-contained system. The system is shown as a relatively geographically-extended facility.
Because of that extended layout, asphalt material must be moved from station to station as the recycled asphalt product is getting processed in the various portions of the facility. As the movement occurs and as the processing occurs, asphalt and dust from the processing is scattered over the facility and can clog moving parts and pile up around and over the facility structure. In some instances, the facility is shut down for several hours at the end of each day so cleaning can occur to prepare the facility for processing the next day.
We now describe a recycled asphalt facility that grinds, sorts and piles recycled asphalt product in a more vertically-oriented structure that, by its vertical orientation and/or other below-described features, provides a much-improved recycling operation.
Attached to the side of the frame 20 is a loading assembly 11 where previously ground-up road material, asphalt shingles, and other asphalt material is dumped (typically by a front-end loader) onto a first sorting screen 21 comprising of a series of parallel steel bars 22 set a few inches apart. The bars 22 are set apart at a distance such that, once the asphalt product is ground by the road grinder, the material hitting the bars it will nearly all be of sufficiently small size to pass through the first sorting screen 21 into a hopper 23 where it is funneled onto a input conveyor belt described below. The first sorting screen 21 is tilted at an acute angle relative to the ground so larger chunks of asphalt product that are dumped on the first sorting screen 21 cannot pass through the openings between the bars 22 but instead roll back down to the front of the first sorting screen 21 where they can be collected by a front end loader. The angle of the first sorting screen 21 should be set so the larger, heavier chunks of asphalt will roll down the screen 21 and not block the bars 22.
The material passing through the first sorting screen 21 falls into a hopper 23 and is funneled to a conveyor 24 which carries the material to an elevator assembly 12. The conveyor 24 moves the material toward the elevator assembly 12, past an over-size return assembly 19. As will be described in more detail below, the over-size return assembly contains material that was not sufficiently crushed during the process to meet the small size standards required. Because of the vertically-oriented structure, that material falls from structures above and into the over-size return assembly 19, where it is re-placed onto the conveyor 24, with the new material entering from the first sorting screen 21. As shown in
The hopper 25 should have a chute-type structure that moves the material into location to comingle with the input material 27. As will be described below, the over-size return material 26 is coming into the hopper 25 from the crusher assembly 14 and can be forced onto the conveyor 24 by the chute-type structure. We have found that a chute of the hopper 25 being at about a 50 degree angle (relative to the horizontal) provides good gravitation movement of the material from the crusher onto the conveyor 24.
As shown in
The elevator assembly 12 is responsible for transporting the material to be processed to the top of the processing plant 10.
The present embodiment is designed to avoid clogs and messy debris that can force asphalt plants to be frequently shut down for cleaning. As shown in the various figures, including
The top chute 32 is angled downwardly at an acute angle appropriate to cause the asphalt material delivered into it from the buckets 30 to move by force of gravity into the sifter assembly 13. One discrete advantage of this vertically-oriented plant 10 is that bottlenecks will not occur in the process because the force of gravity can be used to move the material through the various stations, rather than moving the material by belts that can become clogged. Also, because the material is elevated to a high starting point, there is room enough vertically for the chutes that move the material through the plant 10 to be at relatively sharp angles. For example, the top chute 32 can be 65-70 degrees relative to the horizontal, providing a sharp descent for the material from the bucket 30 discharging the material from the top of the elevator assembly 12 to the sifter assembly 13 below. Like other parts of the plant 10 described, the top chute 32 is a basically sealed system so dust and debris is contained. This is also facilitated by the generally sealed connection of the top chute 32 to the top of the elevator shaft 33 so material that falls from a bucket 30 at the top of the elevator shaft 33 either makes it into the top chute 32 (where it is slid to the sifter assembly 13) or falls back to the bottom 28 of the elevator where it is re-scooped by another bucket 30.
The sifter assembly 13 is designed to sort the material into a number of differently sized asphalt particles. The number and size of the sifters can be modified from the numbers and sized described below, which are but examples of such criteria that can be selected. In one example, two piles of asphalt particle sizes are obtained, a coarse pile having asphalt content of about 5.9 to 6.9, and a fine pile having asphalt content of about 6.9 to 7.2. The concept of asphalt content and its counts is known to the artisan, who will appreciate that the higher the asphalt content, the lower the particle size and the higher the value of the sifted product.
Asphalt product that is too large will not pass through the coarse screen 35, but will instead travel down the length of the coarse screen 35 and fall from its edge into a sifter hopper 37. As shown, the coarse screen 35 (and the fine screen 36 as well) are set at an angle Q relative to the horizontal plane to facilitate the movement of the material down the length of the screens. Also, in operation, the entire sifter assembly 13 is mounted to frame 20 so as to permit vibration movement and is thereby vibrated by a shaker motor 43 (
At the elevated end of the fine screen 36 is a first screen portion 36a having relatively larger holes of, for example, ¼″×6″. Small grain material that is sized relatively small will pass through these holes in the first screen portion 36a, fall through the small grain chute 39 in the sifter discharge assembly 41 (
Again, the sifter assembly 13 and the sifter discharge assembly beneath it are relatively closed assemblies that contain the asphalt material and associated dust during the processing. The only exits from the sifter assembly are the chutes 39 and 40 that lead to the conveyors 15 and 16, and the sifter chute 38 that leads (in a closed system) to the crusher assembly 14. Consequently, from the time the material leaves the input conveyor 24 and enters the oversize return assembly 19, the asphalt material is enclosed (and without any bottlenecks) in the elevator shaft 33, top chute 32, sifter assembly, and sifter discharge assembly 41 until the small grain and medium grain material leaves on conveyors 15 and 16. Even the large grain and over-size material leaves the sifter assembly 13 still within a controlled, closed set of chutes and assemblies leading to the crusher. These closed assemblies and passages are made possible predominantly by gravity feed which utilizes the vertical orientation of the plant 10 and the enclosed elevator which maximizes output and minimizes waste and cleanup.
The sifter chute 38 travels down the frame 20 until it empties into a standard crusher assembly 14. The crusher assembly crushes the materials that enter it and feeds the crushed materials back into the system via the over-size return hopper 25. As can be seen, material that does not make the small grain pile 17 or the medium grain pile 18 via the processes described above is sent to the crusher via closed systems for further reduction and re-insertion into the process via the over-size return assembly 25. Consequently, in general the material remains enclosed and contained within the entire facility until it is sorted out as qualified small grain or medium grain material. All other material stays in the system for as many iterations as necessary until it qualifies as such small grain or medium grain material and is discharged into the corresponding piles. Plus, because there are not belts or the like moving material within the plant 10 after it enters the elevator—but instead the material is moved solely by gravity under the influence of some shaking—the debris and dust does not clog or jam the process. We have continuously operated such a plant 10 for days without substantial scraping or cleaning operation at the rate of 1000 tons per day.
Example additional specifications for the plant of
(1) the elevator 12 can rise 53 feet above the ground;
(2) the top of the sifter assembly 13 can be 45 feet above the ground;
(3) the bottom of the sifter assembly 13 can be 35 feet above the ground;
(4) the small grain and medium grain conveyors 15 and 16 can be 23 feet above the ground;
(5) the top of the crusher assembly 14 can be 15½ feet above the ground;
(6) the elevator motor 42 driving the elevator can be 25 hp;
(7) the shaker motor 43 that shakes the sifter assembly 13 can be 25 hp;
(8) the grizzly conveyor motor 44 that drives the grizzly conveyor 46 can be 25 hp;
(9) the grizzly shaker motor 48 that shakes the grizzly shaker 45 can be 25 hp;
(10) the feeder motor 49 that moves the input conveyor 24 can be 25 hp;
(11) the medium grain conveyor 16 (and the respective small grain conveyor 15) can be can be 25 feet long or longer;
(12) the medium grain conveyor motor 51 (and the respective small grain conveyor motor not shown) can
As can be seen in
In another alternative, a grinder can be added that feeds into the input conveyor 24, in a similar location to the shaker 45. The grinder can be used to grind asphalt shingles and pour the ground material into the material 27 coming from the first sorting screen 21.
In another alternative embodiment, the frame 20 can be a recycled batch plant frame.
While the invention has been described in connection with what is presently considered to be the most practical and preferred embodiment, it is to be understood that the invention is not to be limited to the disclosed embodiment, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.