System and method of forming an underground slurry wall

• US 9,091,035 B2
• Filed: 09/05/2012
• Issued: 07/28/2015
• Est. Priority Date: 09/05/2012
• Status: Active Grant

• Current Assignee: DeWind One-Pass Trenching LLC
• Original Assignee: DeWind One-Pass Trenching LLC
• Inventors: DeWind, Gregory Allen
• Primary Examiner(s): Kreck, John
• Assistant Examiner(s): WARREN, STACY N
• Application Number:
  US13/604,549
• Publication Number:
  US 20140064860A1
• Time in Patent Office: 1,056 Days
• Field of Search: 405/302.4, 405/129.45, 405/129.6, 405/55, 405/266, 405/267
• US Class Current: 1/1
• CPC Class Codes: E02D 3/00 Improving or preserving soil or rock, e.g. preserving permafrost soil securing of slopes or inclines E02D17/20; damming or interrupting passage of underground water E02D19/12; improving soil for agricultural purposes A01; soil stabilisation for road building or like purposes E01C21/00, E01C23/10; setting rock anchoring bolts E21D
• CPC Class Codes: E02F 3/083 including a screw-type conveyor for transporting the excavated material
• CPC Class Codes: E02F 5/02 for digging trenches or ditches machines for making foundation slots E02F3/205, E02F3/475 take precedence; agricultural ploughs for working ridges A01B13/02

Abstract

A method of forming an underground slurry wall having the steps of: (a) providing a trencher having a trenching arm assembly with a cutting tooth track; (b) providing a dispensing tube proximate the cutting tooth track; (c) rotating the cutting tooth track; (d) extending the cutting tooth track below the outside surface, to, in turn, agitate the soil therebelow to a predetermined depth; (d) translating the trenching arm assembly across the outside surface so as to form an underground wall of agitated soil; (e) dispensing a clay-like material proximate the cutting tooth track; and (f) utilizing the cutting tooth track to mix the clay-like material into the soil while the cutting tooth track is rotating and translating, to, in turn, mix the clay-like material into the agitated soil. Systems are likewise disclosed.

Claims

1. A system for forming an underground slurry wall comprising:

a trencher having a body, a boom pivotably coupled to and extending from the body and a trenching arm assembly pivotably coupled to and extending from the boom opposite the body;

a material inlet hopper, with a material transport assembly positioned proximate an outlet thereof, the material transport assembly having a distribution manifold spaced apart from the trenching arm assembly, the material transport assembly having at least one elongated cylinder extending therethrough, the at least one elongated cylinder having a first open end and a second open end, each isolated from the material inlet hopper, with a portion of the at least one elongated cylinder removed between the first and second open ends so as to define an upper inlet opening thereinto, with the upper inlet opening in communication with the material inlet hopper, the material transport assembly further including a collection manifold positioned adjacent to the trenching arm assembly, the collection manifold including an inlet and an outlet;

a material delivery assembly having a dispenser tube with a second end positioned adjacent the trenching arm assembly, such that material dispensed from the second end is capable of being mixed by the trenching arm assembly during operation, with the outlet of the collection manifold coupled to the dispenser tube;

the material transport assembly further including a transport tube assembly extending from the first open end of the at least one elongated cylinder to the inlet of the collection manifold, the transport tube assembly configured to direct a clay-like material from the distirbution manifold to the collection manifold during operation of the trenching arm assembly, to, in turn, supply a clay-like material to the trenching arm assembly during operation; and

the transport tube assembly including at least one outer flexible tube, with an inner flexible auger extending therethrough, with the inner flexible auger extending out of the at least one outer flexible tube, and into the first open end of the at least one elongated cylinder to the second open end thereof, and a motor drive coupled to the inner flexible auger proximate the second open end of the at least one elongated cylinder configured to rotate the inner flexible auger within the at least one outer flexible tube, to, in turn, direct the clay-like material from the distribution manifold to the collection manifold, wherein the inner flexible auger extends out of the at least one outer flexible tube and through the at least one elongated cylinder.

2. The system of claim 1 wherein the at least one outer flexible tube comprises at least four outer flexible tubes, and the at least one elongated cylinder comprises at least four elongated cylinders each of which includes an inner flexible auger extending therethrough, coupled to the motor drive.

3. The system of claim 2 further comprising a controller coupled to the motor drive, the controller configured to control the speed of the motor drive, and in turn, the inner flexible auger coupled thereto.

4. The system of claim 2 wherein the dispenser tube further includes an auger extending therethrough, and a feed mixing tube positioned so as to be in fluid communication therewith, the transport tube assembly being coupled to the feed mixing tube, with the auger coupled to a motor.

5. The system of claim 4 further comprising a controller coupled to the motor, to, in turn, control the speed of the motor and the speed of the auger.

6. The system of claim 4 wherein the dispenser tube includes a separate inlet supplying water to the auger extending therethrough.

7. The system of claim 1 wherein the at least one elongated cylinder is inclined within the material transport assembly with the first open end positioned higher than the second open end.