Tunnel mold, system and method for slip forming reinforced concrete structures with exposed rebars

• US 8,956,075 B1
• Filed: 01/23/2014
• Issued: 02/17/2015
• Est. Priority Date: 11/04/2013
• Status: Active Grant

• Current Assignee: Raptor, LLC
• Original Assignee: Raptor, LLC
• Inventors: Free, Patrick Shawn, Kontos, Eric C
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US14/161,741
• Time in Patent Office: 390 Days
• Field of Search: 404 72- 75, 404/101, 404105-107, 14/73, 14/771, 425/192.R
• US Class Current: 404/75
• CPC Class Codes: E01C 11/185 the reinforcements extending up to the surface, e.g. anti-slip gratings for dividing concrete in a great number of individual units E01C9/001
• 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: E01C 7/00 Coherent pavings made in situ specially adapted for playgrounds or sports grounds E01C13/06; for footpaths, sidewalks or cycle tracks E01C15/00
• CPC Class Codes: E01D 19/00 Structural or constructional details of bridges
• 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 slip-mold having a housing having (a) concrete hopper having (b) means for distribution of quick set concrete within said hopper, (c) a mold cavity, and (d) at least one tunnel, in communication with said mold cavity, and extending through said housing from the leading to the trailing end of said housing. The tunnel through the housing is of sufficient height and width, and positioned within said mold housing, to permit rebars, extending from an iron work array, to pass through said mold cavity without becoming embedded in concrete, concurrent with the formation of a slip formed concrete structure on a portion of said iron work array.

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, barricades, 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

1) A mold housing including

a) A hopper, a mold cavity and one or more channels,

i. Said hopper comprising a means for receiving concrete and directing flow of said concrete into said mold cavity,

ii. Said mold cavity defining a shape of concrete structure to be formed on an iron work array, and

iii. At least one channel comprising an elongate opening extending through said housing, from front to back of said housing, and into and above said mold cavity,

 

each of said channel being defined by lateral side walls, an open bottom end thereof in communication said mold cavity, and a pair of fins from said open bottom end of each of said lateral side of each of said channel, which extends from each of said lateral side wall of said channel into said mold cavity; and

2) Means for supporting said mold housing on a slip mold transporter

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 array; 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 form 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 improved 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 thereby eliminate any voids or lack of continuity of said concrete within the resultant slip formed structure.

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

4. The improved slip forming process of claim 1, wherein the tunnel mold includes a pair of fins associated with each elongate channel, and extending there from 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.

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

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

7. The improved 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.

8. 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,

1) A mold housing including

a) A hopper, a mold cavity and one or more channels,

i. Said hopper comprising a means for receiving concrete and directing flow of said concrete into said mold cavity,

ii. Said mold cavity defining a shape of concrete structure to be formed on an iron work array, and

iii. At least one channel comprising an elongate opening extending through said housing, from front to back of said housing, and into and above said mold cavity,

 

each of said channel being defined by lateral side walls, an open bottom end thereof in communication said mold cavity, and a pair of fins from said open bottom end of each of said lateral side of each of said channel, which extends from each of said lateral side wall of said channel into said mold cavity; and

2) Means for supporting said mold housing on a slip mold transporter

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 rebars 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.

9. The system of claim 8, 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 of said concrete within the resultant slip formed structure.

10. The system of claim 8, wherein the tunnel mold assembly includes auger means for distribution of concrete within said tunnel mold cavity.

11. The system of claim 8, wherein the tunnel mold includes a pair of fins associated with tunnel and extending there from into said unset concrete within said mold cavity, so as to prevent/minimizing unconsolidated concrete from flowing from within said mold cavity into each of said tunnel and covering said rebars which extend into and pass through each of said channel.

12. The system of claim 8, wherein said iron work array is pre-configured to reinforce a bridge coping.

13. The system of claim 8, wherein said iron work array is pre-configured to reinforce a bridge coping and a road bed bad.

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

15. A tunnel mold, comprising:

A. A mold housing including

1) A hopper, a mold cavity and one or more channels,

i. Said hopper comprising a means for receiving concrete and directing flow of said concrete into said mold cavity,

ii. Said mold cavity defining a shape of concrete structure to be formed on an iron work array, and

iii. At least one tunnel comprising an elongate channel extending through said housing, from front to back of said housing, and into and above said mold cavity,

each of said tunnel being defined by a pair of lateral side walls, an open bottom end thereof in communication said mold cavity, and a pair of fins from said open bottom end of each of said lateral side walls of each of said tunnel, which extends from each of said lateral side wall of said channel into said mold cavity; and

2) Means for supporting said mold housing on a slip mold transporter.

16. The tunnel mold of claim 15, wherein said hopper includes an auger for distribution of concrete within said hopper.

17. The tunnel mold of claim 15, wherein said mold assembly has more than one tunnel.

18. The tunnel mold of claim 15, wherein each of said channel has a pair of fins which are tapered from front to back, from said open bottom end of each of said lateral side of each of said tunnel.

19. The tunnel mold of claim 15, wherein said mold cavity defines a shape of concrete structure for road, bridge or highway barrier construction, having at least two inches of concrete cover relative to an iron work array to be embedded therein.

20. The tunnel mold of claim 19, wherein said mold cavity defines a shape of concrete structure in the form a bridge coping.

21. The tunnel mold of claim 19, wherein said mold cavity defines a shape of concrete structure, in the form a road pad.

22. The tunnel mold of claim 19, wherein said mold cavity defines a shape of a monolithic concrete structure having multiple structural components.