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Concrete reinforcement structure

Concrete reinforcement structure description/claims

This application is a division of U.S. patent application Ser. No. 10/858,315, which was filed Jun. 1, 2004.

This invention relates to a reinforcement structure which is used in providing cementitious mixtures supplemental support and strength upon setting, and more particularly, to a reinforcement structure which comprises a plurality of oriented reinforcing fibrous and/or filamentary components having a finite cut length, said reinforcing fibrous and/or filamentary components fastened by one or more circumferential retaining elements.

The use of metal rods or “rebar” is a common and economical way to reinforce concrete. These rods, usually of steel, are available in a number of different sizes and lengths. The rods are typically cut and bent to fit the concrete structure, and the concrete is then placed around and over the rods. The reinforcing rods are completely embedded in the concrete matrix. As the mixture hardens, the concrete bonds strongly to the surface of the rods which, in turn, impart flexural strength to the concrete mass. Of course, rods do not come in the exact lengths for all concrete forms. Typically, the rods must be cut and spliced to fit a particular job. Because the final strength of the cured concrete depends on the strength of the reinforcing rods, splices must not weaken the rod.

The strength of the hardened concrete depends, to a great extent, on the strength of the reinforcing rods. Therefore, corrosion of the rods becomes a serious problem. Hardened concrete is somewhat porous so that air and moisture can penetrate and contact the reinforcing rods and promote oxidation (rust). Furthermore, the wet concrete itself is alkaline, which can further promote the corrosion of the metal. When rods rust, they not only lose their strength, but they also swell, causing the concrete to split.

An unmet need exists for a reinforcing structure that provides cementitious mixtures with the necessary strength and support that steel reinforcement currently provides, but is insusceptible to corrosion, bends more easily, lightweight, cuts easily, and able to be thermally bonded to itself more easily in cross-overs.

This invention relates to a reinforcement structure which is used in providing cementitious mixtures supplemental support and strength upon setting, and more particularly, to a reinforcement structure which comprises a plurality of oriented reinforcing fibrous and/or filamentary components having a finite cut length, and fastening the reinforcing fibrous and/or filamentary components by one or more circumferential retaining elements.

In a first embodiment, the reinforcement structure of the present invention is formed from two or more reinforcing fibrous and/or filamentary components of finite staple length and essentially parallel orientation. In a second embodiment, the reinforcement structure of the present invention is formed from two or more reinforcing fibrous and/or filamentary components of infinite length and essentially parallel orientation. The reinforcement structure may comprise both fibers and filaments, wherein the fibers and filaments may be of similar or dissimilar materials and further provide similar or dissimilar functions within the cementitious mixture. Further, the orientation of the fibrous and/or filamentary components may be other than that of a parallel orientation, other orientations may include a twisted orientation or an interwoven orientation, wherein the components are intertwined with one another.

The compositions of the reinforcing components is selected from the group consisting of synthetic polymers, natural polymers, and the combinations thereof, and are not necessarily of the same polymeric composition, denier, finite staple length, or functionality. Once the cementitious mixture is deposited over and around the reinforcement structure, the mixture is able to penetrate the parallel orientation of the reinforcing fibrous and/or filamentary components of the reinforcement structure. Further, the reinforcing fibrous and/or filamentary components provide more surface area for the cementitious mixture to hold onto upon drying.

The reinforcement structure comprises one or more circumferential retaining elements that maintain the integrity of the reinforcement structure. Suitable circumferential retaining elements include chemical and/or mechanical means, including a binder that exhibits sufficient durability to maintain the orientation of the reinforcing fibrous and/or filamentary components. Additional circumferential retaining elements include, but are not limited to clips, wires, ties, adhesives, and other various retaining means comprised of synthetic polymers and/or natural polymers. Optionally, the reinforcing fibrous and/or filamentary components may comprise an chemical and/or mechanical internal interlocking system that maintains the orientation of the components.

Preferably, the one or more circumferential retaining elements comprises no more than 80% of the total surface area of the reinforcement structure; more preferably comprises no more than 50% of the total surface area of the reinforcement structure; and most preferably comprises no more than 30% of the total surface area of the reinforcement structure, wherein the total surface area is defined as the overall length and circumference of the reinforcement structure. Limiting the circumferential retaining elements serves to expose the significant and useful proportion of the oriented reinforcing fibrous and/or filamentary components to the external environment.

It should be noted that the reinforcing fibrous and/or filamentary components, as well as the resulting reinforcement structure, can be further treated with performance modifying additives, such as represented by the topical application of a material flow-enhancing lubricant. Further, additional temporary binding agents, including water-soluble chemistries such as polyvinyl alcohol, can be used in conjunction with a primary interlocking means.

Upon final formation of the reinforcement structure, the structure can be more easily handled than steel reinforcement structures. The reinforcement structure of the present invention may prolong the life span of cementitious construction due to its durability and resistance to corrosion, which tends to result in cracks, having an overall deleterious affect on cementitious construction. Further, the reinforcement structure of the present invention is lightweight and easily bent to fit small spaces. Further still, the reinforcement structure more readily thermally bonds to itself compared to steel.

Other features and advantages of the present invention will become readily apparent from the following detailed description, the accompanying drawings, and the appended claims.

While the present invention is susceptible of embodiment in various forms, hereinafter is described a presently preferred embodiment of the invention, with the understanding that the present disclosure is to be considered as an exemplification of the invention, and is not intended to limit the invention to the specific embodiment illustrated.

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