Fiber ring reinforcement structures

• US 10,030,391 B2
• Filed: 12/07/2016
• Issued: 07/24/2018
• Est. Priority Date: 12/07/2015
• Status: Active Grant

• Current Assignee: Hattar Tanin LLC
• Original Assignee: Hattar Tanin LLC
• Inventors: Hattar, Saadeh, Tanin, Volodymyr
• Primary Examiner(s): FIGUEROA, LUZ ADRIANA
• Application Number:
  US15/372,167
• Publication Number:
  US 20170183871A1
• Time in Patent Office: 594 Days
• CPC Class Codes: E01C 11/165 particularly for bituminous or rubber- or plastic-bound pavings bituminated textile webs E01C5/12
• CPC Class Codes: E01C 11/18 for cement concrete pavings prefabricated reinforced units E01C5/08
• CPC Class Codes: E01C 19/50 Removable forms or shutterings for road-building purposes E01C23/02, E01C23/04 take precedence; permanent forms E01C3/00 - E01C7/00, E01C9/00 - E01C17/00 ; slip forms E01C19/48; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
• CPC Class Codes: E01C 2201/167 by reinforcement or mesh
• CPC Class Codes: E04C 1/00 Building elements of block or other shape for the construction of parts of buildings of relatively thin form E04C2/00; structural elongated elements designed for load-supporting E04C3/00, e.g. columns or pillars E04C3/30; manufacture or material of building bricks, stones, or the like B28, C03, C04; paving elements E01C; general building constructions E04B, e.g. walls E04B2/00, floors E04B5/00, roofs E04B7/00, ceilings E04B9/00; roof coverings E04D; coverings for walls or ceilings E04F13/00; floorings E04F15/00; structural elements specially designed for built-in conduit shafts E04F17/00; elements for buildings for particular purposes E04H7/00; special elements for building ovens or furnaces F24B, F27D
• CPC Class Codes: E04C 5/073 Discrete reinforcing elements, e.g. fibres

Abstract

A method for making a reinforced concrete structure and reinforcement agents are provided. In some embodiments, the method includes obtaining a mold for the reinforced concrete structure. A lattice is formed within the mold, where the lattice includes inter-locking ringed fibers and where each inter-locking ringed fiber is a fiber formed into a ringed structure that is inter-locked with at least one neighboring inter-locking ringed fiber in the lattice. The lattice is then encased by filling the mold with concrete. In some embodiments, the reinforcement agents are a plurality of ringed fiber-structures, each of which is coiled into a ringed structure that may or may not inter-lock with at least one neighboring ringed fiber(s)-structure.

Claims

1. A method for making a reinforced concrete structure, comprising:

obtaining a mold for the reinforced concrete structure;

forming a lattice within the mold,

wherein the lattice comprises a plurality of inter-locking ringed assemblies,

wherein each of the plurality of inter-locking ringed assemblies comprises a plurality of flexible fibers, and

wherein each respective inter-locking ringed assemblies in the plurality of inter-locking ringed assemblies is folded over at least one neighboring inter-locking ringed assembly in the lattice in response to being formed; and

filling the mold with concrete, thereby encasing the lattice.

2. The method for making a reinforced concrete structure of claim 1, wherein the lattice comprises a plurality of linear chains of the inter-locking ringed fibers.

3. The method for making a reinforced concrete structure of claim 1, wherein the lattice comprises a plurality of branched chains of the inter-locking ringed fibers.

4. The method for making a reinforced concrete structure of claim 3, wherein two or more of the branched chains of the inter-locking ringed fibers are inter-locked together.

5. The method for making a reinforced concrete structure of claim 1, wherein each respective inter-locking ringed fiber in the plurality of inter-locking ringed fibers is composed of one or more of a carbon fiber, a glass fiber, an aramid fiber, a metal fiber, a metal alloy fiber, a mineral fiber, and a nylon fiber.

6. The method for making a reinforced concrete structure of claim 1, wherein each respective inter-locking ringed fiber in the plurality of inter-locking ringed fibers is a composed of a composite of a glass fiber and a carbon fiber.

7. The method for making a reinforced concrete structure of claim 1, wherein each respective inter-locking ringed fiber in the plurality of inter-locking ringed fibers is a composed of a composite of a mineral fiber and a carbon fiber.

8. The method for making a reinforced concrete structure of claim 1, wherein:

the mold for the reinforced concrete structure is a frame for a roadway, and

forming the lattice within the mold comprises laying out a pre-formed lattice of cross-linked chains of the inter-locking ringed fibers within the frame for the roadway.

9. A reinforced concrete structure, comprising:

a lattice, wherein the lattice comprises a plurality of inter-locking assemblies,

wherein each of the inter-locking assemblies includes a plurality of fibers, and

wherein each of the plurality of fibers are formed into ring shapes, and

each respective inter-locking assembly in the plurality of inter-locking assemblies is folded over at least one neighboring inter-locking assembly; and

concrete encasing the lattice.

10. The reinforced concrete structure of claim 9, wherein the lattice comprises a plurality of linear chains of the inter-locking ringed fibers.

11. The reinforced concrete structure of claim 9, wherein the lattice comprises a plurality of branched chains of the inter-locking ringed fibers.

12. The reinforced concrete structure of claim 11, wherein two or more of the branched chains of the inter-locking ringed fibers are inter-locked together.

13. The reinforced concrete structure of claim 9, wherein each respective inter-locking ringed fiber in the plurality of inter-locking ringed fibers is composed of one or more of a carbon fiber, a glass fiber, an aramid fiber, a metal fiber, a metal alloy fiber, and a nylon fiber.

14. The reinforced concrete structure of claim 9, wherein each respective inter-locking ringed fiber in the plurality of inter-locking ringed fibers is a composed of a composite of a glass fiber and a carbon fiber.

15. The reinforced concrete structure of claim 9, wherein each respective inter-locking ringed fiber in the plurality of inter-locking ringed fibers is a composed of a composite of a mineral fiber and a carbon fiber.

16. A reinforcement agent for building materials, comprising

a plurality of ringed fiber reinforcement assemblies,

wherein each ringed fire reinforcement assemblies comprises a plurality of flexible fibers,

wherein each respective ringed fiber reinforcement assembly in the plurality of ringed fiber reinforcement assemblies is folded over at least one neighboring ringed fiber reinforcement assembly forming the reinforcement agent.

17. The reinforcement agent for building materials of claim 16, wherein each ringed fiber reinforcement assembly in the plurality of ringed fibers reinforcement assemblies consists of a plurality of ringed fibers bound together by a binding agent.

18. The reinforcement agent for building materials of claim 16, wherein the building agent being reinforced is one or more of a concrete, an asphalt, a brick, a building block, a building stone, a gypsum, a clay, and a wood-particle material.

19. The reinforcement agent for building materials of claim 18,

wherein the ringed fiber is configured to be a structural filler material.

20. A reinforcement agent for building materials, comprising,

a first ringed fiber assembly,

wherein the first ringed fiber assembly comprises a first plurality of fibers formed into the first ringed fiber assembly,

a second ringed fiber assembly,

wherein the second ringed fiber assembly comprises second a plurality of fibers formed into the second ringed fiber assembly,

wherein the first ringed fiber assembly is folded over the second ringed fiber assembly to form the reinforcement agent,

wherein the reinforcement agent is configured to be disposed randomly into a form for a filler material.