Drainage ditch mule

• US 3,936,211 A
• Filed: 04/14/1975
• Issued: 02/03/1976
• Est. Priority Date: 04/14/1975
• Status: Expired due to Term

• Current Assignee: Miller Formless Company Incorporated
• Original Assignee: Miller Formless Company Incorporated
• Inventors: Miller, David J., Miller, Charles P.
• Primary Examiner(s): Byers, Nile C.
• Application Number:
  US05/567,500
• Time in Patent Office: 295 Days
• Field of Search: 404/96, 404/98, 404/84, 404/104, 404/101, 404/105, 404/110
• US Class Current: 404/104
• CPC Class Codes: E01C 19/4873 Apparatus designed for railless operation
• CPC Class Codes: E02B 5/02 Making or lining canals linings in general E02B13/02; digging canals E02F

Abstract

A slip form or mule for continuously laying concrete along the contoured side wall and top edge of a drainage ditch. The slip form is affixed to or pivotally mounted from the side of a construction machine that travels along the top side of the ditch. An integral open-bottomed sloping hopper feeds concrete to the slip form which has an adjustable top wall extension and an extendable end wall and sides that simultaneously adjust and are guided on the top slanted wall of the slip form to form a concrete slab of different widths. The frame also supports a trailing screed that is pivoted from and supported by one or more biased bell cranks and canted toward the slope of the ditch side. The hopper has a series of adjustable weirs and vibrating means to spread and consolidate the concrete before the front opening of the slip form. The top inside wall of the slip form and back bottom wall of the hopper may also be pivoted about a longitudinal axis to maintain the inside wall of the slab vertical as the height of the slip form is varied.

Claims

1. A ditch paving tool adapted to form a continuous layer of concrete along a sloping wall and top birm of a graded ditch upon being propelled therealong by a prime mover comprising:

an open-bottomed hopper for said concrete including front and rear spaced walls, an inside wall defining the edge of said concrete layer over said birm and an outside wall defining the edge of said concrete along the bottom of said sloping wall of said ditch;

said front wall of said hopper having its bottom edge contoured to correspond to said graded ditch and birm;

the bottom edge of said rear wall being offset above the contour of the bottom edge of said front wall to define the contour of the top surface of said concrete layer; and

said rear wall including an integral slip form means comprising a rearwardly extending plate conforming longitudinally to the contour of said bottom edge of said rear wall and having a second inside wall coextensive with the inside wall of said hopper defining the edge of said concrete layer over said birm.

2. A ditch paving tool in accordance with claim 1 in which:

said outside wall of said hopper is a separate movable wall having a pair of side walls attached to the front and rear edges and extending on the outsides of and in sliding contact with the front and rear walls of said hopper;

one of said sliding side walls being adjacent said front wall of said hopper and having its bottom edge substantially in the plane of the bottom edge of said front wall of said hopper;

the second of said sliding side walls being adjacent said rear wall of said hopper and having its bottom edge in sliding relationship over the rearwardly extending plate of said slip form;

a web wall extending rearwardly of the bottom edge of said second sliding side wall of said hopper with its under surface also in sliding relationship over the top of said rearwardly extending plate of said slip form; and

means to simultaneously extend and retract said separate movable wall, said pair of side walls and said web wall in relation to said hopper and slip form whereby the effective width of said layer of concrete is made to conform with the width of the sloping wall of said ditch.

3. A ditch paving tool in accordance with claim 2 including:

hold-down means to retain said web wall in said sliding relationship upon said rearwardly extending plate of said slip form under the pressure of concrete thereunder.

4. A ditch paving tool in accordance with claim 3 in which:

said hold-down means comprises a transverse plate member affixed normal to the top of said slip form and defining along its lower edge an enlongated open-ended slot to receive said web wall in sliding relationship.

5. A ditch paving tool in accordance with claim 1 in which:

the bottom edge of said bottom wall of said hopper and said second inside wall of said slip form define a moldboard extending along the top edge of said concrete layer;

said moldboard being hinged to said inside wall of said hopper and hinged to said slip form along a common longitudinal hinge line;

means to support said moldboard in a substantially vertical plane from said prime mover; and

adjustable means to pivot said hopper and slip form along said hinge line in relation to said moldboard and support means.

6. A ditch paving tool in accordance with claim 2 including:

a pan-shaped screed member trailing the rear end of said slip form and having a transverse width about equal to the width of said slip form along said sloping wall;

said screed member having a rounded front edge extending transverse and at an angle to the rear end of said slip form, said angle opening toward the top of the sloping wall of said ditch; and

means to resiliently suspend said screed member behind said slip form in pressure contact with said concrete layer being formed.

7. A ditch paving tool in accordance with claim 6 in which:

said resilient suspension means comprises;

a first pivot means adapted to allow said screed member to pivot along an axis parallel to said rounded front edge;

a second pivot means attached to the top of said screed member at about its geometric center; and

a first resilient means biasing said screed member upwardly against said pivot means transverse said geometric center; and

a second resilient means biasing said screed member downwardly forward of said geometric center.

8. A ditch paving tool in accordance with claim 7 in which:

said first resilient biasing means comprises a pair of longitudinal trailing and transversely spaced crank arms pivotally mounted from said slip form;

the trailing ends of each of said crank arms being pivotally mounted to said screed member at points transverse its geometric center;

the other ends of said crank arms being attached to spring means urging said crank arms about said pivotal mountings to apply an upward force against each of said pivotal mountings and in which;

said second resilient biasing means comprises a second pair of longitudinal trailing and transversely spaced crank arms pivotally mounted from said slip form;

the trailing ends of each of said second crank arms being pivotally mounted at transverse points forward of said geometric center of said screed member;

the other ends of said second pair of crank arms being attached to spring means urging said crank arms about their pivotal mountings to apply a downward force on said screed member ahead of its geometric center.

9. A ditch paving tool in accordance with claim 6 in combination with a side frame of said prime mover to suspend and transport said tool along the sloping side wall of said ditch in which:

said resilient suspension means includes a vertical extensible member attached between said side frame and said geometric center of said screed member; and

means to extend and retract said extensible member whereby the hold-down pressure of said resilient suspension means is variable.

10. A ditch paving tool adapted for attachment to the side frame of a prime mover to be transported thereby to form a continuous layer of concrete along a sloping wall and top birm of a graded ditch comprising:

an open-bottomed hopper for said concrete including front and rear spaced walls, an inside wall defining the edge of said concrete layer over said birm and a transversely adjustable outside wall defining the edge of said concrete along the bottom of said sloping wall of said ditch;

the front wall of said hopper having its bottom edge contoured to said graded ditch and birm;

the bottom edge of said rear wall being offset above the contour of the bottom edge of said front wall to define the contour of the top surface of said concrete layer;

said rear wall including an integral slip form means comprising a rearwardly extending flat plate conforming longitudinally to the contour of said bottom edge of said rear wall and having a second inside wall coextensive with the inside wall of said hopper defining the edge of said concrete layer over said birms;

said adjustable outside wall of said hopper having a pair of side walls attached to the front and rear edges and extending on the outsides of and in sliding contact with the front and rear walls of said hopper;

one of said sliding walls being adjacent said front wall of said hopper and having its bottom edge substantially on the plane of the bottom edge of said front wall of said hopper;

the second of said side walls being adjacent said rear wall of said hopper and having its bottom edge in sliding relationship over the rearwardly extending plate of said slip form;

a web wall extending rearwardly of the bottom edge of said second sliding side wall of said hopper with its under surface also in sliding relationship over the top of said rearwardly extending plate of said slip form and defining therewith a longitudinal offset on the under surfaces;

hold-down means to retain said web wall in said sliding relationship uon said rearwardly extending plate of said slip form under pressure of concrete thereunder;

a pan-shaped screed member trailing the rear end of said slip form and having a transverse width about equal to the width of said slip form along said sloping wall;

said screed member having a rounded front edge extending transverse and at an angle to the rear end of said slip form, said angle opening toward the top of the sloping wall of said ditch; and

means to resiliently suspend said screed member behind said slip form in pressure contact with said concrete layer being formed and with its lower trailing corner over said off-set whereby to form a flat top surface in said concrete layer.