# US 9,435,085 B1 · System and method for slip forming monolithic reinforced composite concrete structures having multiple functionally discrete components > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 9,435,085 B1 - Document ID: US9435085B1 - Status: Granted - Kind: B1 - Application number: 14/720,818 - Filed: 2015-05-24 - Granted: 2016-09-06 - Earliest claimed: 2015-05-24 - Assignees: Raptor, Inc. - Applicants: Patrick Shawn Free; Eric C Kontos - Inventors: Patrick Shawn Free; Eric C Kontos - Web page: https://patentgrep.com/patent/US9435085B1 ## CPC - 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)} - 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) - 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)} - E01D 19/00: Structural or constructional details of bridges - E01D 21/00: Methods or apparatus specially adapted for erecting or assembling bridges - E02D 29/0275: {cast in situ} - E01C: CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR (forming roads or like surfaces by compacting or grading snow or ice E01H) - E01D: CONSTRUCTION OF BRIDGES, {ELEVATED ROADWAYS} OR VIADUCTS; ASSEMBLY OF BRIDGES (bridges extending between terminal buildings and aircraft for embarking or disembarking passengers B64F1/305; {tracks for special kinds of railways E01B25/00; culverts E01F5/005}) - E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)} ## Abstract Systems and methods for the slip forming of reinforced concrete composite structures for road and bridge construction, wherein each functionally discrete component of the composite has at least a portion of its reinforcement, in common with the reinforcement from an antecedent slip formed component of the composite. This system and method are, thus, suitable forming a composite having multiple functionally discrete components within an integrated/monolithic structure. The preferred system and method can sequentially form, in order, structurally discrete component parts for composite concrete road way structures having a road pad, (bridge) coping, traffic rail and barrier wall. ## Claims ### Claim 1 A process for sequentially forming composite concrete structural components for road and bridge construction, wherein one or more component parts of 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 barrier walls, barricades, guard rails and any combination thereof, wherein the process 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 rebars, wherein said tunnel mold has a leading or forward molding surface, a trailing or rear molding surface, and at least one tunnel, through said mold cavity, extending from said leading or forward molding surface to said trailing or rear molding surface of said tunnel mold, said tunnel 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 component of said composite 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 mold cavity of said tunnel mold assembly, while continuously moving said machine assembly, equipped with said tunnel mold, over said iron work array, to slip form a first component of said concrete composite structure having 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, D. Slip forming a contiguous component onto said first component of said concrete composite structure, by incorporating therein, said concrete free rebars from said first component of said composite concrete structure, as reinforcement of said contiguous component. ### Claim 2 (depends on 1) The process of claim 1, wherein said tunnel mold of said machine assembly comprises: 1) A mold housing including a) A hopper, a mold cavity and one or more channels through said housing and said mold cavity, 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 a concrete structure to be formed on said iron work array, and iii. At least one channel comprising an elongate opening extending through said mold housing, from front to back of said mold 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 B. Means for supporting said mold housing on a slip mold transporter. ### Claim 3 (depends on 1) The process of claim 1, wherein said tunnel mold of said machine 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 a slip formed structure. ### Claim 4 (depends on 1) The process of claim 1, wherein said tunnel mold of said machine assembly auger means for distribution of concrete within said tunnel mold and into said mold cavity. ### Claim 5 (depends on 1) The process of claim 1, wherein said tunnel mold of said machine assembly includes a pair of fins associated with each of said lateral side walls of each elongate channel, and extending therefrom into said unset concrete within said mold cavity, so as to substantially minimize unset concrete from flowing from within said mold cavity into each of said elongate channels and covering said rebars which extend from said iron work array into said channels, and thereby pass through said mold cavity essentially concrete fee. ### Claim 6 (depends on 1) The process of claim 1, wherein said iron work array is pre-configured to reinforce a slip formed traffic rail. ### Claim 7 (depends on 1) The process of claim 1, wherein said iron work array is pre-configured to reinforce a slip formed bridge coping and a slip formed road bed bad. ### Claim 8 (depends on 1) The process of claim 1, wherein said a portion of said iron work array is pre-configured to reinforce a slip formed traffic rail and a portion thereof to extend from within said slip formed traffic rail for later incorporation into and reinforcement of a concrete barrier wall, formed on top of said coping. ### Claim 9 A slip formed composite, reinforced concrete structure having A. A first slip formed concrete component of said composite, having at least a portion of an array of reinforcing material embedded within said first concrete component of said first component, and a portion of said reinforcing material extending from within said first component and essentially concrete free; and B. At least one additional contiguous slip formed concrete component of said composite slip concrete composite wherein said additional contiguous slip formed concrete component is reinforced in part, with reinforcing materials extending from within said first component of said composite incident to slip forming thereof upon said first slip formed component. ### Claim 10 (depends on 9) The slip formed composite, reinforced concrete structure of claim 9, wherein said reinforcing materials of said first slip formed concrete component, which extend from within said first slip form concrete component, have additional reinforcing material spliced thereto to effectively extend said reinforcing material, to reinforce a contiguous, concrete component of said composite. ### Claim 11 (depends on 9) The slip formed composite, reinforced concrete structure of claim 9, wherein said reinforced materials of said first slip formed concrete component, which extend from within said first slip form concrete component, have additional reinforcing material spliced thereto to effectively extend said reinforcing material, to reinforce a contiguous, slip formed concrete component of said composite. ### Claim 12 (depends on 10) The slip formed composite, reinforced concrete structure of claim 10, wherein said contiguous, slip formed concrete component of said composite is a barrier wall. ### Claim 13 (depends on 10) The slip formed composite, reinforced concrete structure of claim 10, wherein said contiguous, slip formed concrete component of said composite is a slip formed barrier wall. ### Claim 14 A slip formed barrier wall composite structure having A. A first slip formed concrete component having at least a portion of an array of reinforcing material embedded within said first slip formed concrete component, and a portion of said reinforcing material extending from within said first slip formed concrete component wherein said reinforced materials of said first slip formed concrete component, which extends from within said first slip form concrete component, have additional reinforcing material spliced thereto to effectively extend said reinforcing material from said first slip formed concrete component, to reinforce a contiguous, slip formed concrete component of said composite; and B. At least one additional slip formed concrete component contiguous with said first slip formed concrete component of said composite slip concrete composite, wherein said additional contiguous slip formed concrete component is reinforced in part, with reinforcing materials extending from within said first slip formed concrete component, incident to slip forming said contiguous, slip formed concrete component thereof upon said first slip formed concrete component. ### Claim 15 (depends on 14) The slip formed barrier wall composite structure of claim 14, wherein said first slip formed concrete component is a traffic rail. ### Claim 16 (depends on 14) The slip formed barrier wall composite structure of claim 14, wherein said first slip formed concrete component is bridge coping. ### Claim 17 (depends on 14) The slip formed barrier wall composite structure of claim 14, wherein said first slip formed concrete component is a road pad.