Method and device for forming a fluid permeation control layer of the ground

• US 4,838,734 A
• Filed: 05/14/1987
• Issued: 06/13/1989
• Est. Priority Date: 11/08/1983
• Status: Expired due to Fees

• Current Assignee: Shlomo Pinto
• Original Assignee: Shlomo Pinto
• Inventors: Pinto, Shlomo
• Primary Examiner(s): CORBIN, DAVID
• Application Number:
  US07/049,550
• Time in Patent Office: 761 Days
• Field of Search: 405/38, 405/176, 405/179, 405/180, 405/270
• US Class Current: 405/176
• CPC Class Codes: A01G 2025/003 with an impermeable layer in the ground
• CPC Class Codes: A01G 25/00 Watering gardens, fields, sports grounds or the like special apparatus or adaptations for fertilising-liquids A01C23/00; nozzles or outlets, spraying apparatus B05B
• CPC Class Codes: E02D 19/18 by making use of sealing aprons, e.g. diaphragms made from bituminous or clay materialconcrete diaphragms E02D5/18; sealing or joints for hydraulic engineering work E02B3/16
• CPC Class Codes: E02D 31/02 against ground humidity or ground water E02D31/06 takes precedence; arrangements other than according to E02D31/04; against hydraulic pressure of groundwater E02D31/10
• CPC Class Codes: E02F 3/7668 with the scraper blade being pivotable about a vertical axis
• CPC Class Codes: E02F 3/7695 Graders, bulldozers or the like comprising elevators or conveyors
• CPC Class Codes: E02F 5/10 with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables laying pipes per se F16L1/00, making pipes in situ F16L1/038; laying electric cables per se H02G1/06; drainage device- laying apparatus E02B11/02

Abstract

There is provided a method for forming a subterranean fluid permeation control layer in an area of ground. The method comprises the steps of forming a first portion of a trench of a predetermined depth from the surface of the ground and sequentially widening the trench along one side of the previously formed trench while selectively, simultaneously applying a fluid permeation layer substantially along the bottom surface of the previously formed trench and while at least partly covering the layer with earth removed from the widened portion of the trench being formed until the entire area of the ground is covered. The invention also provides a device for carrying out this method.

Claims

1. A method for forming a subterranean fluid permeation control layer in an area of ground for controlling fluid passage therethrough, comprising the steps of:

(a) forming a first portion of a trench of a predetermined depth from the surface of the ground;

(b) widening said trench along one side thereof to form a widened portion;

(c) applying a fluid permeation control layer substantially along the bottom surface of said first portion of said trench;

(d) only partly covering said layer with earth removed from a widened portion of said trench such that at least the edge of said layer adjacent said one side of the trench remains uncovered; and

(e) selectively repeating steps (b), (c) and (d) until the entire area of the ground is lined by the permeation control layer, wherein, in repeating step (c) a newly applied layer is applied along the bottom surface of an adjacent, previously widened portion of the trench, partly contacting and overlapping an adjoining applied layer.

2. The method as claimed in claim 1 wherein said layer is a layer of sheet material which is applied on said bottom surface by rolling the same off a supply roll.

3. The method as claimed in claim 1 wherein said layer is formed by spraying fluid repellent material upon the bottom surface of said trench.

4. The method as claimed in claim 2 further comprising the step of causing the sheets adhere to each other along the overlapping area.

5. The method as claimed in claim 1 further comprising the step of smoothing the bottom surface of the trench prior to applying said layer.

6. The method as claimed in claim 2 further comprising the step of pressing said sheet material against the bottom of the trench after applying the same on the ground.

7. The method as claimed in claim 2 further comprising the step of securing at least portions of one of the sheet edges in the ground.

8. A device for forming a subterranean fluid permeation control layer in an area of ground for controlling fluid passage therethrough, comprising:

a chassis having a front and a rear end;

earth digging means mounted on said chassis and associated with means for removing the dug-out earth from the ground to form a trench;

powered conveying means mounted on said chassis for conveying said dug-out earth to a location laterally displaced from said earth digging means; and

an applicator mounted on said chassis and arranged to apply a fluid permeation control layer substantially along the bottom surface of an initially formed or widened trench, laterally displaced from said earth digging means;

said conveying means being constructed and arranged such that the dug-out earth from an adjacent trench covers only a part of said layer leaving an edge thereof uncovered.

9. The device as claimed in claim 8 further comprising driving means therefor.

10. The device as claimed in claim 8 wherein said earth digging means includes a plough share and a scraper.

11. The device as claimed in claim 8 wherein said earth digging means includes at least one earth cutter angularly oriented with respect to the axis of said chassis.

14. The device as claimed in claim 8 wherein said applicator is a sheet strip applicator including a support for a supply roll and a framework for guiding and spreading said strip along the bottom of the trench.

15. The device as claimed in claim 14 further comprising means for effecting the joining of overlapping edges of said strips.

16. The device as claimed in claim 15 further comprising means for securing at least portions of one of the sheet strip longitudinal edges in the ground.

12. A device for forming a subterranean fluid permeation control layer in a area of ground for controlling fluid passage therethrough, comprising:

a chassis having a front and a rear end;

earth digging means mounted on said chassis and associated with means for removing the dug-out earth from the ground to form a trench;

conveying means mounted on said chassis for conveying said dug-out earth to a location laterally displaced from said earth digging means; and

an applicator mounted on said chassis and arranged to apply a fluid permeation control layer substantially along the bottom surface of an initially formed or widened trench, laterally displaced from said earth digging means;

said conveying means being constructed and arranged such that the dug-out earth from an adjacent trench covers only a part of said layer leaving an edge thereof uncovered; and

wherein said means for conveying said dug-out earth is an endless belt conveyor mounted across said chassis.

13. The device as claimed in claim 12 wherein the lateral extension of the output end of said conveyor with respect to the major axis of the excavator, is adjustable.