Method and device for drainage of borders of all stabilized civil engineering areas or of adjacent borders of a structure

• US 4,806,043 A
• Filed: 10/01/1987
• Issued: 02/21/1989
• Est. Priority Date: 11/10/1986
• Status: Expired due to Term

• Current Assignee: Fournier Drainage SA La Plaine Du BOIS de
• Original Assignee: Fournier Drainage SA
• Inventors: Fournier, Christian
• Primary Examiner(s): NOT, DEFINED
• Assistant Examiner(s): Letchford, John F.
• Application Number:
  US07/103,746
• Time in Patent Office: 509 Days
• Field of Search: 404/2, 404/3, 404/73-75, 404/81, 404/82, 404/87, 404/88, 404/96, 404/107, 405/38, 405/50, 405/176, 405/179, 210/170, 210/747, 425/59, 425/62
• US Class Current: 404/2
• CPC Class Codes: E02F 5/104 for burying conduits or cables in trenches under water floating substructures per se E02F9/06
• CPC Class Codes: E02F 5/12 with equipment for back-filling trenches or ditches

Abstract

A vertical drainage element is constructed and laid in position while at the same time forming a narrow vertical channel in the ground by means of an excavating machine or trencher by performing the following successive operations:

a strip of filtering material is unwound from a rotating roll of strip behind the trencher;

the strip is introdued within the channel formed in the ground while being shaped in the form of a trough, the bottom of the trough being placed at the bottom of the channel while the side walls of the trough are placed against the channel walls;

the top edges of the trough are held in position one against the other while filling the trough with bulk material in granular form which subsequently constitutes a vertical filtration block;

the top edges of the trough of filtering material are closed on top of the completed block and are fastened together so as to form a closed jacket around the block.

Claims

1. Apparatus for placing a vertical drainage element within a channel dug in the ground by an excavating machine, comprising

(a) a drum for carrying a roll of filtering material;

(b) a casing arranged adjacent the excavating machine for unwinding a continuous strip of filtering material from said drum, said casing including side walls and guide means for directing said strip of filtering material into said channel and for forming said strip into the configuration of a U-shaped trough including a bottom wall and side walls having top edges, said bottom wall being placed at the bottom of the channel and said side walls resting against the channel side walls;

(c) a hopper arranged adjacent said casing, said hopper discharging bulk material in granular form into said trough to define a vertical filtration block therein, said hopper having a lower portion including side walls located in the line of extension of the side walls of the strip-laying casing and at least partially engaging the channel;

(d) said hopper lower portion including means for retaining the top edges of said trough of filter material against the channel walls while bulk material is discharged into said trough; and

(e) means arranged adjacent said hopper for closing the top edges of said trough following discharge of said filter material and for fastening said top edges together to define a closed jacket around the filtration block.

2. A device according to claim 1, wherein, in addition to said drum for carrying said roll of filtering material, said device is provided with a second unwinding drum for carrying a roll formed by a drainage pipe and means are provided for causing said pipe to be placed against the portion of strip of filtering material which constitutes the bottom portion of the trough formed by said strip within the channel formed in the ground.

3. A device according to claim 1, wherein the means for retaining the top edges of the trough formed by the strip of filtering material comprise members which are capable of clamping said edges against internal faces of the side walls of the discharge hopper.

4. A device according to claim 1, wherein said discharge hopper includes a system for regulating the top level of the filtration block constructed by filling said trough formed by said strip of filtering material, said system being provided with a movable gate placed behind said hopper and actuated by a control jack.

5. A device according to claim 1, wherein the spacing of said side walls of the strip-laying casing is adjustable as is also the the spacing of the side walls of the lower portion of said discharge hopper, the spacing of said walls being adjustable by means of suitable control devices comprising transverse jacks.

6. A device according to claim 1, wherein said strip of filtering material is provided with beads, the means for retaining the top edges of the trough formed by said strip comprise supports added on internal faces of the side walls of the casing and capable of serving as guides for supporting the beads.

7. A device according to claim 6, wherein said beads which are located on the edges of said strip of filtering material are provided with coupling means involving simple engagement under pressure, and wherein guide means which comprise a coupling device arranged adjacent said hopper are capable of bringing the edges of said strip together and causing engagement of said coupling means.

8. A device according to claim 1, wherein said discharge hopper includes a front end pivotally mounted on said casing and a rear end which bears on a set of wheels.

9. A device according to claim 8, wherein said discharging hopper is coupled to said rear set of wheels by means of a system which permits height adjustment of said hopper and includes a control jack operated in dependence on a unit for receiving suitable reference values.

10. A method of drainage of borders of all stabilized civil engineering areas such as roads and highways, airfield runways, railroad tracks and borders of any building or structure, said method being carried out by placing a vertical drainage element within a trench dug in the ground, said drainage element being constituted by a filtering jacket in which at least one vertical wall is porous and in which the bottom portion of said jacket contains a drainage pipe or outflow gutter, wherein said vertical drainage element is constructed and laid in position while at the same time forming a narrow vertical channel in the ground by means of an excavating machine by performing the following successive operations:

unwinding a strip of filtering material from a rotating roll of strip behind the excavating machine;

introducing said strip within the channel formed in the ground while at the same time shaping said strip in the form of a trough having vertical side walls and top edges, the bottom of the trough being placed at the bottom of the channel while the vertical walls of said trough are placed against corresponding vertical walls of said channel;

while the top edges of the trough thus formed are held in position against the vertical walls of the channel, filling said trough with bulk material in granular form, said bulk material constituting a vertical, filtration block;

closing the top edges of the trough of filtering material on top of the block thus formed and fastening said top edges together so as to form a closed jacket around said block.

11. A method of drainage of borders of all stabilized civil engineering areas such as roads and highways, airfield runways, railroad tracks and borders of any building or structure, said method being carried out by placing a vertical drainage element within a trench dug in the ground, said drainage element being constituted by a filtering jacket in which at least one vertical wall is porous and in which the bottom portion of said jacket contains a drainage pipe or outflow gutter, wherein said vertical drainage element is constructed and laid in position while at the same time forming a narrow vertical channel in the ground by means of an excavating machine by performing the following successive operations:

unwinding a strip of filtering material from a rotating roll of strip behind the excavating machine;

unwinding a drainage pipe simultaneously with the unwinding of said strip;

introducing said strip and said pipe within the channel formed in the ground while at the same time shaping said strip in the form of a trough having vertical side walls and top edges, the bottom of the trough containing said drainage pipe and being placed at the bottom of the channel while the vertical walls of said trough are placed against the corresponding vertical walls of said channel;

while the top edges of the trough thus formed are held in position against the vertical walls of the channel, filling said trough with bulk material in granular form, said bulk material constituting a vertical filtration block;

closing the top edges of the trough of filtering material on top of the block thus formed and fastening said top edges together so as to form a closed jacket around said block.

12. A method of drainage of borders of all stabilized civil engineering areas such as roads and highways, air field runways, railroad tracks and borders of any building or structure, said method being carried out by placing a vertical drainage element within a trench dug in the ground, said drainage element being constituted by a filtering jacket in which at least one vertical wall is porous and in which the bottom portion of said jacket contains a drainage pipe or outflow gutter, wherein said vertical drainage element is constructed and laid in position while at the same time forming a narrow vertical channel in the ground by means of an excavating machine by performing the following successive operations:

providing a fluid-tight lining on at least a portion of a strip of filtering material which is subsequently wound into a roll;

unwinding a strip of said lined filtering material from the rotating roll of strip material behind the excavating machine;

introducing said lined strip within the channel formed in the ground while at the same time shaping said strip in the form of a trough having a aligned bottom and vertical side walls and including top edges, the bottom of the trough being placed at the bottom of the channel while the vertical walls of said trough are placed against the corresponding walls of the channel, said lined bottom and side walls defining a water outflow gutter;

while the top edges of the trough thus formed are held in position against the walls of the channel, filling said trough with bulk material in granular form, said bulk material constituting a vertical filtration block;

closing the top edges of the trough of filtering material on top of the block thus formed and fastening said top edges together so as to form a closed jacket around said block.