Cable-laying device and method

• US 10,465,360 B2
• Filed: 08/18/2017
• Issued: 11/05/2019
• Est. Priority Date: 09/08/2016
• Status: Active Grant

• Current Assignee: LAYJET Micro-Rohr Verlegegesellschaft m.b.H.
• Original Assignee: LAYJET Micro-Rohr Verlegegesellschaft m.b.H.
• Inventors: Dunst, Wolfgang
• Primary Examiner(s): Fiorello, Benjamin F
• Application Number:
  US16/331,548
• Publication Number:
  US 20190211527A1
• Time in Patent Office: 809 Days
• CPC Class Codes: E02F 5/08 with digging wheels turning round an axis E02F5/109 takes precedence; with digging wheels per se E02F3/18
• CPC Class Codes: E02F 5/101 forming during digging, e.g. underground canalisations or conduits, by bending or twisting a strip of pliable material; by extrusion
• CPC Class Codes: E02F 5/12 with equipment for back-filling trenches or ditches
• CPC Class Codes: E02F 5/145 control and indicating devices

Abstract

A mobile device for the underground laying of a flexible line, a cable, a cable-pulling empty pipe or fluid transport tube. A front vehicle has a rear support frame, a lateral ejection unit, a milling unit with a milling wheel and a drag formwork or cable laying unit following the wheel. The milling unit is connected to the front vehicle for lateral pivoting up to ±25°, in particular up to ±20°, is laterally offset towards the outside with respect to the front vehicle, and can be positioned to laterally protrude over the contour of the front vehicle, by a primary articulation or a swivel joint on the lateral ejection unit having a substantially vertical axis of rotation. The drag formwork, cable laying and cable introducing unit follows the milling unit and the cable introducing unit are also laterally pivotable about a second swivel joint.

Claims

1. A mobile device for underground laying of an elongate device, the mobile device comprising:

a milling unit with a wheel milling cutter for digging a narrow trench having a given laying depth, wherein subsoil material that is milled out of the trench by said wheel milling cutter is laterally removed, the elongate device is inserted in the trench in a determined position, fine-particle subsoil material or cable sand is introduced into the trench in order to embed the elongate device, and the previously laterally removed, milled-out subsoil material is reintroduced into the trench and recompacted;

a front vehicle configured to drive at a given speed and to feed the elongate device to be deposited for insertion into the trench in synchronicity with the given speed of the front vehicle;

said front vehicle being a carrier vehicle carrying a rear support frame with a lateral ejection unit, said milling unit with said milling wheel, and a tow-casing and cable-depositing unit following said milling unit, together forming a compact laying unit;

said compact unit including said milling unit and said milling wheel connected to said front vehicle by way of a first linkage or a rotational joint laterally offset from and beyond a contour of said front vehicle on said lateral ejection unit, enabling a lateral pivoting by a pivot angle of up to ±

25°

about a substantially vertical axis of rotation relative to said lateral ejection unit;

a second linkage or a rotational joint connecting said tow-casing and device-inserting and cable-sand-introduction unit following said milling unit to said milling unit so as to be laterally pivotable by an angle of up to ±

25°

towards both sides about a substantially vertical axis;

a conveyor belt to be loaded with the trench excavation material extending along said compact laying unit and mounted on said milling unit laterally of a milling housing;

an elongate star screen following said conveyor belt, rising obliquely backwards, said screen having a plurality of screening stars mounted on axes of rotation that are transverse to a transport direction thereof, of fine-grained trench material from coarse-grained trench material; and

a conveyor belt arranged underneath said star screen and disposed to load a fine screen with the fine-particle trench material;

an ejection gutter to be guided above the trench to feed amounts of fine material or cable sand into the trench in accordance with the given speed of the front vehicle, having two drop chutes for introducing fine-grained and finest-grained trench material into the cavity of said tow-casing unit locally and temporally before the coarse-grained trench material, and wherein the coarse-grained trench material conveyed by said star screen is reintroduced into the trench immediately behind said tow-casing unit.

2. The device according to claim 1, wherein the mobile device is configured for laying underground at least one elongate device selected from the group consisting of a cable, a flexible line, a cable-drawing empty pipe, and a fluid transport hose, optionally together with a warning tape.

3. The device according to claim 1, wherein said milling unit with said milling wheel is laterally pivotable by an angle and is linked to an ejection device which is connected to said front vehicle or to said support frame thereof, and said milling unit is adaptable to topographical conditions which are defined by a surface to be undercut.

4. The device according to claim 3, wherein said milling unit is laterally displaceably, at least to one side of said front vehicle.

5. The device according to claim 4, wherein said milling unit is linearly displaceable by hydraulic drive, with respect to said front vehicle.

6. The device according to claim 1, wherein, to stabilize and keep stable walls of the trench being produced in each case, said the tow-casing and device-inserting unit are equipped with sheet metal form plates on two sides thereof, wherein a spacing distance between said plates from one another is adjustable to a respective trench width, and wherein said plates reach towards said milling wheel of said milling unit, rising in concave curves, to as short a distance as technically feasible.

7. The device according to claim 6, wherein said short distance is approximately 10 cm.

8. The device according to claim 1, wherein said milling wheel is supported so as to be lifted with respect to said milling unit by way of a mechanical system having hydraulic cylinders without changing a vertical position, within the trench, of said tow-casing and said device-inserting unit, which is connected to said milling device so as to be laterally pivotable and comprises the sheet metal form plates on both sides which ensure the stability of the trench throughout.

9. The device according to claim 8, wherein said milling wheel is lifted if said wheel is blocked by hard subsoil material.

10. The device according to claim 1, which comprises a parallelogram mechanical system for lowering or lifting said tow-casing and device-inserting unit, or for lifting said milling unit, optionally together with said milling wheel, out of the trench on occasion of a blockage, and said mechanical system is linked on both sides to said rotational joint for said tow-casing and device-inserting unit on said milling unit or on a housing thereof.

11. The device according to claim 1, wherein said conveyor belt for transporting away backwards the fine-particle trench material separated from the coarse trench material by way of said conveyor belt is arranged underneath said elongate star screen.

12. The device according to claim 11, wherein said conveyor belt is configured to load the fine screen with the fine-particle excavation material, and wherein fine-particle or finest-particle material separated from the excavation material is used at least in part instead of separately supplied cable sand, or said material is additionally used for embedding and surrounding the device being inserted in the cable trench.

13. The device according to claim 12, wherein a chute directed towards the trench for the fine-particle or finest-particle material has a variable cross section and its disposed to release a variable-height opening in a lower face thereof, and an adjustable height to be adjusted to a demand in each case per running meter of trench and cable for fine cable-embedding and surrounding material per running meter of trench and cable.