Apparatus and method for filling trenches in paved surfaces

• US 4,507,012 A
• Filed: 04/09/1982
• Issued: 03/26/1985
• Est. Priority Date: 04/09/1982
• Status: Expired due to Term

• Current Assignee: Manhole Adjusting Contractors Incorporated
• Original Assignee: Manhole Adjusting Contractors Incorporated
• Inventors: Corcoran, John J., Fraijo, John P.
• Primary Examiner(s): Leppink, James A.
• Assistant Examiner(s): Hjorth, Beverly E.
• Application Number:
  US06/367,133
• Time in Patent Office: 1,082 Days
• Field of Search: 404/72, 404/110, 404/98, 404/101, 404/108, 404/107, 404/127, 404/104, 404/105, 404/75, 404/78
• US Class Current: 404/72
• CPC Class Codes: E01C 19/4853 Apparatus designed for railless operation, e.g. crawler-mounted, provided with portable trackway arrangements
• CPC Class Codes: E01C 23/06 Devices or arrangements for working the finished surface working freshly laid paving E01C19/42 - E01C19/44, E01C23/02; mining picks E21C35/18; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road

Abstract

Apparatus and method for filling trenches in paved surfaces involve a primary structure movable along a trench to conduct a substantially granular paving material into the trench, and provision for vibrating the paving material as it is conducted into the trench. In a preferred embodiment the primary structure includes a rearwardly sloped surface which engages the paving material as the container moves, urging the paving material downwardly into the trench.

Claims

1. Apparatus for filling a trench in an existing paved surface with precompacted asphalt paving material, comprising:

a primary structure movable along the trench in contact with the paved surface, including;

means for receiving loose asphalt paving material; and

means for conducting the asphalt paving material from the receiving means to the trench as the primary structure moves;

the conducting means comprising a pair of side walls extending rearwardly along the paved surface and converging toward remote ends thereof to urge the paving material laterally toward the trench, and a rearwardly sloping upper surface portion spanning the two side walls to define an open bottomed flow chamber which terminates in a rear opening above the level of the paved surface, such that paving material is forced through the opening as the primary structure moves; and

means for vibrating the primary structure as the paving material is conducted to the trench.

2. The apparatus recited in claim 1 wherein the vibrating means is constructed to produce vibrations substantially within a vertical plane and is coupled to the sloping surface portion to further urge the paving material downwardly into the trench.

3. The apparatus recited in claim 1 wherein the primary structure is engageable with the paved surface material at opposite sides of the trench for sliding movement thereon.

4. The apparatus recited in claim 1 which further comprises means for guiding the primary structure along the trench, said guiding means being disposed forwardly of the primary structure and comprising a projection engaging the interior of the trench as the primary structure moves.

5. The apparatus recited in claim 1 wherein the side walls are adjustable to vary the spacing between the remote ends thereof.

6. The apparatus recited in claim 5 wherein the conducting means further comprises means for varying the height of the rear opening above the level of the paved surface.

7. The apparatus recited in claim 6 wherein the height varying means comprises a gate member adjustable relative to the upper surface portion to restrict the rear opening.

8. The apparatus recited in claim 1 wherein the rear opening has an uppermost lateral dimension and a lowermost lateral dimension, the uppermost dimension being less than the lowermost dimension.

9. The apparatus recited in claim 1 wherein the conducting means further comprises a pair of angular elements carried at the interior of the side walls to partially obstruct the rear opening and give it a trapezoidal shape.

10. Apparatus for filling a trench in an existing paved surface with precompacted asphalt paving material, comprising:

a primary structure movable along the trench in contact with the paved surface, including;

hopper means for receiving loose asphalt paving material; and

means for conducting the asphalt paving material from the hopper means to the trench as the primary structure moves;

the conducting means comprising;

a pair of side walls extending rearwardly along the paved surface and converging at remote ends thereof to urge the paving material laterally toward the trench, the sidewalls being adjustable to vary the spacing between the remote ends thereof;

an upper surface portion spanning the two side walls to define an open bottom flow chamber which terminates in a trapezoidal rear opening, the upper surface portion sloping downwardly to urge the paving material toward the trench and through the opening as the primary structure moves; and

means for varying the height of the rear opening above the level of the paved surface; and

means for vibrating the primary structure to compact and facilitate flow of the paving material as it is conducted into the trench.

11. Apparatus for filling a trench in an existing paved surface with precompacted asphalt paving material, comprising:

a primary structure movable along the trench in contact with the paved surface, including;

means for receiving loose asphalt paving material;

means for conducting the asphalt paving material from the receiving means to the trench as the primary structure moves;

the conducting means comprising a pair of side walls extending rearwardly along the paved surface, and a rearwardly sloping upper surface portion spanning the side walls to define an open bottomed flow chamber which terminates at a location higher than the paved surface to form a rear opening, such that the paving material is forced through the opening as the primary structure moves; and

means for vibrating the conducting means to precompact the paving material as it is conducted into the trench, the vibrating means being coupled to and located above said means for urging the paving material downwardly into the trench; and

means for guiding the priamry structure along the trench, said guiding means being disposed forwardly of the primary structure and comprising a projection engaging the interior of the trench as the primary structure moves, and said projection being substantially V-shaped within a horizontal plane and adjustable in width to coincide substantially with the width of the trench.

12. Apparatus for filling a trench in an existing paved surface with precompacted asphalt paving material, comprising:

a primary structure movable along the trench in contact with the paved surface, including;

means for receiving loose asphalt paving material; and

means for conducting the asphalt paving material from the receiving means to the trench as the primary structure moves;

the conducting means comprising a pair of side walls extending rearwardly along the paved surface and a rearwardly sloping upper surface portion spanning the two side walls to define an open bottomed flow chamber which terminates in a rear opening above the level of the paved surface, such that paving material is forced through the opening as the primary structure moves; and

means for vibrating the primary structure as the paving material is conducted to the trench.

13. A method of filling a trench in an existing paved surface with precompacted asphalt paving material, comprising:

moving a container of loose asphalt paving material along the trench;

conducting the asphalt paving material from the container and toward the trench as the container moves;

drawing a rearwardly sloped surface along the paving material as the container moves, to urge the paving material downwardly into the trench;

extruding a quantity of paving material over the trench to a preselected height above the level of the paved surface; and

vibrating the sloped surface and the paving material as the paving material is conducted into the trench.

14. The method recited in claim 13 which still further comprises the step of subsequently rolling the extruded material to compact it into the trench.