Process for slip forming reinforced bridge coping with exposed rebars

• US 8,920,068 B1
• Filed: 11/04/2013
• Issued: 12/30/2014
• Est. Priority Date: 11/04/2013
• Status: Active Grant

• Current Assignee: Raptor, LLC
• Original Assignee: Raptor, LLC
• Inventors: Free, Patrick, Kontos, Eric C.
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US14/071,629
• Time in Patent Office: 421 Days
• Field of Search: 404/75, 404/98, 404/105, 404/106, 404/108, 14/73, 14/771, 425/192.R
• US Class Current: 404/75
• 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: E01D 21/00 Methods or apparatus specially adapted for erecting or assembling bridges
• CPC Class Codes: E02D 29/0275 cast in situ

Abstract

A process for slip forming of concrete structures, specifically, concrete structural components, for road and bridge construction. This process has particular application for slip forming of monolithic structures having multiple component/functional parts, wherein the resultant slip formed monolithic, structure has exposed rebars bar the later integration with additional concrete structures arid/or mechanical structural elements, c,g. noise walls, barricades, guard rails and the like. This invention also includes a system adapted for the formation of these unique, monolithic slip formed structures with exposed rebars, including the tunnel mold assembly, which is utilized in this slip forming process; and, the resultant to slip molded monolithic structural component with exposed rebus.

Claims

1. In a process for forming concrete structural components for road and bridge construction, wherein the resultant concrete structural components have exposed rebars for the later integration with additional concrete and/or mechanical structural elements, said additional concrete and/or mechanical structural elements selected from the group consisting essentially of sound walls, harneanes, guard rails and any combination thereof wherein the improvement comprises:

A. Providing an iron work array wherein said iron work array comprises both (1) rebars for embedding within, and reinforcing, a first concrete highway structure and (2) rebars for extending from within said first concrete highway structure, for integration within and reinforcing a second concrete highway structure, to be formed at a later time;

B. Providing a machine assembly having a tunnel mold comprising a mold cavity defined by a plurality of molding surfaces for forming said first concrete structure having. both embedded and exposed rebus, wherein said tunnel mold has a leading or forward molding surface, a trailing or rear molding surface, and at least one elongate channel, through said mold cavity, extending from said leading or forward molding surface to said trailing or rear molding surface of said tunnel mold, said elongate Channel being of a sufficient height to accommodate passage of said extending rebars, through said mold cavity, from said leading or forward molding surface to said trailing or rear molding surface of said tunnel mold;

C. Slip forming said first concrete structure by

a. Placing said machine assembly, equipped with said tunnel mold, in slip forming relation to said iron work atray; and

b. Introducing concrete into said machine assembly for transfer into said tunnel mold assembly, while continuously moving machine assembly, equipped with said tunnel mold, over said iron work array, to slip thrm a first concrete structure with both rebars embedded in first concrete structure, and concrete free rebars, which extend from said iron work array embedded in said slip formed concrete structure.

2. The slip forming process of claim 1, wherein the tunnel mold has at least two (2) elongate channels through said mold cavity.

3. The slip forming process of claim 1, wherein the tunnel mold assembly includes a plurality vibrating means within said mold cavity to effect consolidation of the concrete within said mold cavity and titerebv eliminate am voids or lack of continuity of said concrete within the resultant slip formed structure.

4. The slip forming process of claim 1, wherein the tunnel mold assembly includes auger means for distribution of concrete within said tunnel mold cavity.

5. The slip forming process of claim 1, wherein the tunnel mold includes a pair of fins associated with each elongate channel and extending therefrom into said unset concrete within said mold cavity, so as to prevent/minimizing unset concrete from flowing from within said mold cavity into each of said elongate channels and covering said rebars which extend into and pass through each of said channel.

6. The slip forming process of claim 1, wherein said iron work array is pre-configured to reinforce a bridge coping.

7. The slip forming process of claim 1, wherein said iron work array is pre-configured to reinforce a bridge coping and is road bed bad.

8. The slip forming process of claim 1, wherein said iron work array is pre-configured to reinforce a bridge coping and a wall to be formed on top of said coping.

9. A system for the slip forming of a reinforced, concrete structure having both embedded and exposed rebars, said system comprising:

A. Providing a machine assembly for continuously molding of a reinforced first concrete highway structure upon an iron word array by slip forming concrete with a tunnel mold,

said tunnel mold comprising a mold cavity defined by a plurality of molding surfaces for forming said first concrete structure on said iron work array, wherein said tunnel mold has a leading or forward molding surface, a trailing or rear molding surface, a mold cavity and at least one elongate channel, through said mold cavity, said elongate channel being of a sufficient height to accommodate passage of said extending rebars, through said mold cavity, from said leading or forward molding surface to said trailing or rear molding surface of said tunnel mold;

B. Means for transfer of unset concrete into said tunnel mold assembly, while continuously moving machine assembly, equipped with said tunnel mold, over said iron work array, to slip form a first concrete structure with both rehars embedded in said first concrete structure, and concrete free rebars, which extend from said iron work array embedded in said slip formed concrete structure; and

C. Means for guidance and control of movement over said machine assembly relative to said iron work array.

10. system of claim 9, wherein the tunnel mold has at least two (2) elongate channels through said mold cavity.

11. system of claim 9, wherein the tunnel mold assembly includes a plurality vibrating means within said mold cavity to effect consolidation of the concrete within said mold cavity and thereby eliminate any voids or lack of continuity o said concrete within the reultant slip formed structure.

12. The system of claim 9, wherein the tunnel mold assembly includes auger means for distribution of concrete within said tunnel mold cavity.

13. The system of claim 9, wherein the tunnel mold includes a pair of fins associated with each elongate channel and extending therefrom into said unset concrete within said mold cavity, so as to prevent/iminimizing unset concrete from flowing from within said mold cavity into each of said elongate channels and covering said rebars which extend into and pass through each of said channel.

14. The system of claim 9,, wherein said iron work array is pre-configured to reinforce a bridge coping.

15. The system of claim 9, wherein said iron work array is pre-configured to reinforce a bridge coping and a road bed.

16. The system of claim 9, wherein said iron work array is pre-configured to reinforce a bridge coping and a wall to be formed on top of said coping.