Gravel is formed of rocks that are unconnected to each other, typically between 0.25 and 2.5 in. in diameter (pea or pebble gravel), and is found naturally. Cobble gravel may obtain particle sizes between 2.5 in. and 10.1 in. Deposits of sand and gravel are generally near the surface of the Earth, and are suitable for open pit mining performed with power shovels, front-end loaders and conveyors.
Sand and gravel deposits are accumulations of durable rock fragments and mineral particles, which result from the disintegration of bedrock and subsequent transport, abrasion, and deposition of the weathered fragments. Ice and water are the principal geologic agents that affect the distribution of deposits of sand and gravel.
The largest single use of natural aggregates (sand and gravel) is in construction, and much of that aggregate is used in Portland-cement concrete.
In accordance with the purposes of the present invention, as embodied and broadly described herein, an embodiment of the gravel excavation system of the present invention hereof, includes: an elongated cylindrical steel pipe casing having a chosen inner diameter, and a chosen length, a first open end and a second open end, an outer surface, at least one first rectangular-shaped opening on the top portion of the outer surface near to the second open end, and at least one second rectangular-shaped opening on the bottom surface of the outer surface near to the first open end; an auger having a chosen diameter, pitch, and length, and a driving spindle at one end thereof that passes through the first open end of the cylindrical casing; a hollow cylindrical housing attached to the cylindrical casing having a closed end and an open end in communication with the first end of the elongated cylindrical casing such that the driving spindle of the auger passes through the open end of the housing; a motor disposed within the cylindrical housing for turning the driving spindle of the auger at a chosen speed; and a vehicle for pushing the cylindrical casing into a gravel formation.
In another embodiment of the present invention, and in accordance with its purposes as broadly described herein, the gravel excavation system hereof, includes: a hollow, elongated cylindrical casing having a chosen inner diameter, and a chosen length, a first open end and a second open end, an outer surface, at least one first rectangular-shaped opening on the top portion of the outer surface near to the second open end, and at least one second rectangular-shaped opening on the bottom surface of the outer surface near to the first open end; an auger having a chosen diameter, pitch, and length, and a driving spindle at one end thereof that passes through the first open end of the elongated cylindrical casing, and adapted to rotate within the elongated cylindrical casing; a hollow cylindrical housing attached to the elongated cylindrical casing having a closed end and an open end in communication with the first open end of the elongated cylindrical casing such that the driving spindle of the auger passes through the open end of the hollow cylindrical housing; a motor disposed within the hollow cylindrical housing for turning the driving spindle of the auger at a chosen speed; a source of vibration disposed on the outer surface of the elongated cylindrical casing near to the first open end thereof, effective for vibrating the elongated cylindrical casing at a chosen frequency and a chosen amplitude; and a first vehicle for pushing the elongated cylindrical casing into a gravel formation.
In yet another embodiment of the present invention, and in accordance with its purposes as broadly described herein the method for extracting gravel from a gravel formation hereof, includes: moving a hollow, elongated cylindrical casing having a first end, a second open end, and an outer surface, at least one first rectangular-shaped opening on the top portion of the outer surface near to the second end, and at least one second rectangular-shaped opening on the bottom surface of the outer surface near to the first end, into said gravel formation; rotating an auger having a chosen diameter, pitch, and length, adapted to rotate within the elongated cylindrical casing at a selected speed; vibrating the elongated cylindrical casing at a chosen frequency and a chosen amplitude; whereby gravel from the gravel formation enters the elongated cylindrical casing through the second end and the at least one first rectangular-shaped opening; and extracting the gravel through the at least one second rectangular-shaped opening.
Benefits and advantages of the present invention include, but are not limited to, providing a gravel excavation system for efficiently removing gravel from a gravel formation without requiring heavy soil-moving equipment for digging into the formation using shovels.
The accompanying drawings, which are incorporated in and form a part of the specification, illustrate the embodiments of the present invention and, together with the description, serve to explain the principles of the invention. In the drawings:
Briefly, embodiments of the present system for gravel excavation from a gravel formation, include an elongated cylindrical casing surrounding and supporting an auger, and having openings at the front end thereof, and on its upper surface for permitting gravel to enter the casing. The auger extends through the front open end of the casing and is rotated by a motor disposed in a housing attached to the casing at the opposite end of the casing from the open end thereof. A source of vibration is provided for vibrating the casing, thereby assisting in moving the gravel above the casing into the openings. The gravel entering the openings and through the open end of the casing is moved by the rotating auger to an opening in the bottom surface of the casing near the other end thereof, where the gravel drops onto a conveyor. A tracked excavator or other vehicle is provided for preventing the casing from rotating and for pushing the casing in a chosen horizontal direction into a gravel formation.
Formations for which the present system would perform best may be characterized by the term sandy gravely material, where sandy means sand to pea-sized gravel material, and gravely means pea-sized gravel up to 4″-6″ cobble. The rotating auger would experience difficulty in moving rocks larger than cobble size entering the openings in the top of the elongated casing through to the conveyor. Interestingly, gravel formations generally do not contain large rocks, since they comprise round river rock. However, the nature of the target gravel formation may be investigated by advance testing by boring or coring the formation.
Reference will now be made in detail to the present embodiments of the invention, examples of which are illustrated in the accompanying drawings. In the FIGURES, similar structure will be identified using identical reference characters. It will be understood that the FIGURES are presented for the purpose of describing particular embodiments of the invention and are not intended to limit the invention thereto. Turning now to
Openings, 20, and 21, on upper surface, 22, of casing 12 permit gravel, 24, to enter the elongated casing by action of gravity from other locations than forward opening, 26, thereof. It is anticipated that effective dimensions for openings 20 and 21 would be between 1 foot and 3 feet wide by five feet long for use in gravel formations. However, other opening sizes may be employed because embodiments of the present apparatus will find use in material transport other than gravel and sand. The first opening may be located at least 5 feet from the end of the casing, since closer locations might affect the structural integrity of casing 12, as it is directed into material formations. A single opening or more than two openings 20 and 21, are possible depending on the nature of the gravel formation.
A source of vibration, 28, is provided for vibrating casing 12 to assist gravity in moving the gravel into voids created by auger 14, and in moving the gravel through the casing. Vibrator 28 may be installed on the outside surface of elongated casing 12 toward the rearward end thereof: that is, at a location that is not inserted into the gravel formation. Vibrator 28 may be driven, 29, by a hydraulic system or by gas or electricity, depending on the availability of these power sources.
Conveyor, 30, removes gravel excavated by system 10 through opening, 32, in the bottom surface, 34, of casing 12 to a chosen location. Initially, material being discharged through opening 32 as casing 12 is inserted into the gravel formation is moved away from the casing with another piece of equipment (not shown in
Arm, 36, of tracked excavator, 38, or other suitable vehicle, prevents casing 12 from rotating using link, 40, which is rigidly attached to top surface 22 of casing 12, and horizontally pivoting hinged member, 42, attached to housing 18 with rearward leaf, 43, thereof also attached to excavator 38, Excavator 38 and hinged member 42 function together to also advance elongated casing 12 in a chosen horizontal direction into a gravel formation by means of push bar, 44, attached to rearward leaf, 43, of hinged member 42, with forward leaf, 45, of hinged member 42 being attached to the rearward end of housing 18. Push bar 44, also attached to excavator 38, may be utilized for pushing casing 12 into the formation when a second vehicle is employed.
Clearly, other powered earth moving equipment can be used in place of the tracked excavator, for providing similar functionality. Additionally, as mentioned above, there can be fewer (one) or greater than two openings 20 and 21 in upper surface 22 of casing 12 for admitting gravel. Moreover, there may be more than one opening 32 in bottom surface 34 of casing 12 for permitting to exit casing 12 under the action of auger 14 and vibrator 28.
Rods, 60, and, 62, are shown attached to doors 46 and 48 by welds, 64, and, 66, and guided by pillow block bearings, 68, and, 70, mounted on top outer surface 22 of elongated casing 12, respectively. Rods 60 and 62 are further slidably captured by blocks, 72, and, 74, adapted to slidably receive rods 60 and 62, respectively, and also mounted on top outer surface 22 of elongated casing 12. Clearly, pillow block bearings 58, 68, and 70, and blocks 72 and 74 can be attached to elongated casing 12 by other means, as can rods 60 and 62 be attached to doors 46 and 48, respectively, and rod 56 to door 46.
In use, gravel and sand 24 from a formation enters gravel excavation system 10 through openings 20 and 21 in top surface 22 of elongated cylindrical casing 12, and through forward end 26 thereof under the action of the rotating auger 14, and source of vibration 28, which assists in moving the gravel, as tracked excavator, 38, or other suitable vehicle pushes elongated cylindrical casing 12 horizontally into the gravel formation. Once inside elongated casing 12 the gravel and sand are transported, also by the action of the rotating auger, to opening 32 in bottom surface 34 of elongated casing 12, which feeds conveyor 30 for removal.
The foregoing description of the invention has been presented for purposes of illustration and description and is not intended to be exhaustive or to limit the invention to the precise form disclosed, and obviously many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical application to thereby enable others skilled in the art to best utilize the invention in various embodiments and with various modifications as are suited to the particular use contemplated. It is intended that the scope of the invention be defined by the claims appended hereto.
The present application claims the benefit of U.S. Provisional Patent Application No. 63/007,688 for “Gravel Excavation System” which was filed on Apr. 9, 2020, the entire content of which is hereby specifically incorporated by reference herein for all that it discloses and teaches.
Number | Date | Country | |
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63007688 | Apr 2020 | US |