System and method for slip forming concrete barriers

• US 10,640,937 B2
• Filed: 01/12/2018
• Issued: 05/05/2020
• Est. Priority Date: 11/27/2013
• Status: Active Grant

• Current Assignee: Howard Cooper
• Original Assignee: Howard Cooper
• Inventors: Cooper, Howard
• Primary Examiner(s): Sanders, James
• Application Number:
  US15/870,537
• Publication Number:
  US 20180334780A1
• Time in Patent Office: 844 Days
• CPC Class Codes: E01C 19/4886 for forming in a continuous operation kerbs, gutters, berms, safety kerbs, median barriers or like structures in situ, e.g. by slip-forming, by extrusion removable forms for kerbs, gutters or similar structures E01C19/506; making conduits in situ E02D29/10
• CPC Class Codes: E01F 15/083 using concrete

Abstract

Systems and methods for the continuous slip form construction of concrete barriers over support cages. A tube feeder of a slip form construction system can include angled tubes that can direct reinforcing bars into a concrete barrier and also provide space between the tubes for insertion of a support cage through the system and into the concrete barrier.

Claims

1. A system for the slip-form construction of a concrete barrier, said system comprising:

a mold having a front end and a back end connected by a central axis, the mold configured to receive concrete at the front end and shape the concrete into the form of a molded concrete barrier to exit the mold at the back end;

a hopper connected to the mold, the hopper having a front end and a back end connected by the central axis, the hopper configured to receive concrete and provide concrete to the mold; and

a tube feeder comprising a frame defining a longitudinal opening and a plurality of tubes passing through the frame, each tube configured to receive a reinforcing bar at a front end of the tube and to direct the reinforcing bar out of the tube at a back end of the tube and into the hopper to thereby extend through the hopper and mold and into the molded concrete barrier, wherein the plurality of tubes comprises at least a first pair of tubes positioned at approximately the same height from a bottom of the tube feeder;

wherein the tubes of the first pair of tubes are angled relative to the central axis such that the shortest distance between the two tubes is greater at the front of the tube feeder than the back of the tube feeder.

2. The system for the slip-form construction of a concrete barrier of claim 1, wherein the frame comprises a front frame and a back frame joined by the plurality of tubes.

3. The system for the slip-form construction of a concrete barrier of claim 1, further comprising a plurality of pairs of tubes, wherein the tubes of each pair are the same distance from the bottom of the tube feeder.

4. The system for the slip-form construction of a concrete barrier of claim 3, wherein the first pair of tubes is closer to the bottom of the tube feeder than any other pair of tubes.

5. The system for the slip-form construction of a concrete barrier of claim 3, further comprising a pinnacle tube that is farther from the bottom of the tube feeder than any other tube.

6. The system for the slip-form construction of a concrete barrier of claim 1, further comprising a second pair of tubes, wherein each tube of the second pair of tubes is the same distance from the bottom of the tube feeder, the second pair of tubes being farther from the bottom of the tube feeder than any other pair of tubes.

7. The system for the slip-form construction of a concrete barrier of claim 6, wherein the second pair of tubes are angled relative to the longitudinal axis such that the distance between the two tubes at the back of the tube feeder is less than the distance between the two tubes at the front of the tube feeder.

8. The system for the slip-form construction of a concrete barrier of claim 1, further comprising a plate member configured to selectively occlude at least a portion of the opening in the frame.

9. The system for the slip-form construction of a concrete barrier of claim 8, wherein the plate is movable away from the opening to permit unrestricted passage through the portion of the opening that the plate is configured to occlude.

10. A system for the slip-form construction of a concrete barrier, said system comprising:

a mold having a front end and a back end connected by a central axis, the mold configured to receive concrete at the front end and shape the concrete into the form of a molded concrete barrier to exit the mold at the back end;

a hopper connected to the mold, the hopper having a front end and a back end connected by the central axis, the hopper configured to receive concrete and provide concrete to the mold; and

a tube feeder comprising a frame defining a longitudinal opening and a plurality of tubes passing through the frame, each tube configured to receive a reinforcing bar at a front end of the tube and to direct the reinforcing bar out of the tube at a back end of the tube and into the hopper to thereby extend through the hopper and mold and into the molded concrete barrier, wherein the plurality of tubes comprises at least a first pair of tubes approximately the same height from a bottom of the tube feeder and wherein the reinforcing bars passing through the tubes of the first pair of tubes are configured to be a first defined distance apart when the reinforcing bars are within the molded concrete barrier;

wherein the width of the longitudinal opening at the height of the first pair of tubes is at least as wide as the first defined distance that the reinforcing bars passing through the first pair of tubes are apart when the reinforcing bars are within the molded concrete barrier; and

wherein the longitudinal opening extends from a first height to a second height, a narrowest distance of the longitudinal opening at the first height being greater than the distance between the reinforcing bars passing through the tubes of the first pair of tubes when the reinforcing bars are in the concrete construction.

11. The system of claim 10, wherein the narrowest distance of the longitudinal opening at the first height is defined by the frame.

12. The system of claim 10, wherein the tubes of the first pair are in a horizontal plane.

13. The system of claim 10, further comprising a second pair of tubes passing through the frame, each tube of the second pair at approximately a second height from the bottom and configured to receive a reinforcing bar at a front end of the tube and to direct the reinforcing bar out of the tube at a back end of the tube.

14. The system of claim 10, further comprising a plate member configured to selectively occlude at least a portion of the longitudinal opening in the frame.