Patent Application
20200190803
This invention relates generally to systems and methods for strengthening and repairing concrete structures, and more particularly to systems and methods for strengthening and repairing concrete structures that are subjected to high lateral loads, such as loads resulting from earthquakes, high winds, hurricanes, explosions, and the like, as may particularly be experienced by end members or edges of concrete slabs.
Structures formed of concrete are frequently exposed to high lateral loads. By way of non-limiting example, both newly constructed and longstanding concrete structures can be subjected to high lateral loads caused by earthquakes, high winds, hurricanes, explosions, and other environmental factors. A particular challenge exists with structural concrete elements in the form of slabs, such as might exist on the balcony of a building or at the point of attachment of a façade to a building, where the free ends of those slabs are subjected to, and must be able to withstand, high lateral forces resulting from live loads, explosions, seismic or wind forces. Particularly, such free ends of concrete elements should be configured to minimize cracking that might result from such high lateral forces, which cracking can weaken the connection of the slab and can lead to failure of the structure or structural elements, potentially significantly jeopardizing property and potentially the life of occupants of the structure.
Efforts have been made to address such challenges. For instance, presently known methods for reinforcing concrete structures to withstand high lateral loads typically include using external steel plates and structural steel elements, or using externally applied resin-impregnated fabrics applied to the surface of the concrete. Concrete enlargements with additional reinforcement have also been used for such applications. However, these previously known systems and methods are not always applicable to all situations, and typically create installation challenges as well as aesthetic concerns.
Therefore, there remains a need in the art for systems and methods of concrete strengthening and repair, and particularly the strengthening and repair of ends of concrete members, that avoid the disadvantages of previously known systems and methods and that is inexpensive, durable, easy to install, and effective in reinforcing such structures.
Disclosed herein is a system and method for strengthening and repairing concrete structures, and particularly the end members of concrete slabs, as are found (by way of non-limiting example) on concrete balconies and points of attachment of façades to a building's concrete exterior. The system and methods disclosed herein may also be used to connect vertical and horizontal concrete members together to improve the load transfer between the elements and increase the lateral load resistance of the system.
In accordance with certain aspects of a particular embodiment, a fiber-reinforced polymer (FRP) cord system is provided that is useful for such concrete repair and strengthening applications, such as (by way of non-limiting example) the strengthening of concrete slab edges to increase their resistance to lateral loads from railings attached to balconies or façades attached to portions of a building. Such FRP cord system is an inexpensive, durable, easy to install, and effective way to reinforce a variety of concrete end members. The FRP cord system described herein may be installed in a small area with minimal disruption to the function of the structure that is undergoing reinforcement or repair, and with minimal or no impact to the dimensions and appearance of the structure. The FRP cord system described herein may optionally be fabricated on site to any dimension and length, and may be formed and installed in various shapes to provide high strength reinforcement and connection systems in a wide variety of customized configurations. Such FRP cord system described herein also increases the stiffness and strength of the element undergoing reinforcement or repair without adding weight that could otherwise adversely affect the performance of the structure, as occurs with the use of external steel elements or concrete enlargement applications.
In accordance with certain aspects of a particular embodiment, a system is provided for reinforcing an end surface of a concrete structure, comprising: a concrete member having a first face, a second face opposite the first face, and a connecting face extending between the first face and the second face; and a first fiber-reinforced polymer cord comprising a bundle of fibers encapsulated in adhesive resin; wherein the first fiber-reinforced polymer cord extends from the first face of the concrete member, across the connecting face of the concrete member, and onto the second face of the concrete member.
In accordance with further aspects of an embodiment, a method is provided for reinforcing an end surface of a concrete structure, comprising the steps of: identifying a region of a concrete member that is to be reinforced, the concrete member having a first face, a second face opposite the first face, and a connecting face extending between the first face and the second face; providing a first fiber-reinforced polymer cord comprising a bundle of fibers encapsulated in adhesive resin; and affixing the first fiber-reinforced polymer cord to the concrete member so that the first fiber-reinforced polymer cord extends from the first face of the concrete member, across the connecting face of the concrete member, and onto the second face of the concrete member.
In accordance with still further aspects of an embodiment, a system is provided for reinforcing a connection of adjacent concrete elements, comprising: a first concrete member having a first face, and a second concrete member having a second face adjacent to and in contact with the first face; and a fiber-reinforced polymer cord comprising a bundle of fibers encapsulated in adhesive resin; wherein the first fiber-reinforced polymer cord extends from the first face of the first concrete member onto the second face of the second concrete member.
In accordance with yet further aspects of an embodiment, a method is provided for reinforcing a connection of adjacent concrete elements, comprising the steps of: identifying a region of adjacent concrete members that is to be reinforced, the concrete members comprising a first concrete member having a first face and a second concrete member having a second face adjacent to and in contact with the first face; providing a fiber-reinforced polymer cord comprising a bundle of fibers encapsulated in adhesive resin; and affixing the first fiber-reinforced polymer cord to the concrete members so that the fiber-reinforced polymer cord extends from the first face of the first concrete member onto the second face of the second concrete member.
The novel features of the invention are set forth with particularity in the appended claims. A better understanding of the features and advantages of the present invention will be obtained by reference to the following detailed description that sets forth illustrative embodiments, in which the principles of the invention are utilized. The present invention is illustrated by way of example, and not by way of limitation, in the figures of the accompanying drawings, in which like reference numerals refer to similar elements, and in which:
The invention may be understood by referring to the following description and accompanying drawings. This description of an embodiment, set out below to enable one to practice an implementation of the invention, is not intended to limit the preferred embodiment, but to serve as a particular example thereof. Those skilled in the art should appreciate that they may readily use the conception and specific embodiments disclosed as a basis for modifying or designing other methods and systems for carrying out the same purposes of the present invention. Those skilled in the art should also realize that such equivalent assemblies do not depart from the spirit and scope of the invention in its broadest form.
Descriptions of well-known functions and structures are omitted to enhance clarity and conciseness. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the present disclosure. As used herein, the singular forms “a”, “an” and “the” are intended to include the plural forms as well, unless the context clearly indicates otherwise. Furthermore, the use of the terms a, an, etc. does not denote a limitation of quantity, but rather denotes the presence of at least one of the referenced item.
The use of the terms “first”, “second”, and the like does not imply any particular order, but they are included to identify individual elements. Moreover, the use of the terms first, second, etc. does not denote any order of importance, but rather the terms first, second, etc. are used to distinguish one element from another. It will be further understood that the terms “comprises” and/or “comprising”, or “includes” and/or “including” when used in this specification, specify the presence of stated features, regions, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, regions, integers, steps, operations, elements, components, and/or groups thereof.
Although some features may be described with respect to individual exemplary embodiments, aspects need not be limited thereto such that features from one or more exemplary embodiments may be combinable with other features from one or more exemplary embodiments.
In accordance with certain aspects of an embodiment of the invention, FRP composite cords are provided that are preferably formed from bundles of high strength fibers encapsulated in adhesive resin. In a particular configuration, the fiber of such FRP composite cords may be formed of carbon, glass, aramid, basalt, a mixture of the foregoing, or other materials having similar physical characteristics to the foregoing. Likewise, the adhesive resin may be epoxy, vinyl-ester, or other adhesives having similar physical characteristics to the foregoing.
In accordance with a particular configuration, FRP composite cords, such as that shown in
As shown in the foregoing installations, a FRP composite cord configured as described herein may thus be useful in strengthening the connection between a first concrete structure and an additional element, where those building components may be subjected to high lateral loads caused by wind, earthquakes, and the like, including by way of non-limiting example: (i) handrail connections to concrete walls and slabs such as balconies, parapet walls, roof edges, slab ends, and the like; (ii) slab edges for façade connections; and (iii) connecting adjacent concrete elements to one another.
In accordance with further aspects of an embodiment, an FRP composite cord configured as described herein may be used to strengthen or repair a concrete member in accordance with the following processes. First, in the case where it is desired to install an FRP composite cord configured as described herein by embedding the same in a groove in the concrete structure, one or more grooves are first cut in the applicable faces of the concrete element. After such grooves are cut, the surfaces of the grooves are cleaned. Next, compressed air is used to blow dust and debris out of the grooves that have been cut into the concrete element. Next, preferably one coat of adhesive resin is applied to the inside faces of the newly formed grooves. Next, the FRP composite cords configured as described herein are saturated with adhesive resin. The FRP cords may be saturated on-site to create the composite elements, or may be prefabricated off-site. Such resin-saturated FRP composite cords are then installed into the grooves that have been cut into the surface of the concrete member. Finally, additional adhesive resin may optionally be applied, if needed, to fill the grooves and to create an edge that is co-planar with the faces of the concrete structure, and excess resin is removed to provide a clean, flush outer surface.
Likewise, in the case where it is desired to install an FRP composite cord configured as described herein by applying the same to the surface of the concrete structure, the location for chord installation is first identified on the surface of the concrete element that is to be strengthened or repaired. Next, the surface of such concrete element is cleaned and roughened using mechanical means well known to those of ordinary skill in the art. Next, preferably one coat of adhesive resin is applied to the surface of the concrete member along the length of the intended location of the FRP composite cord. Next, the FRP composite cord is saturated with adhesive resin, and the resin-saturated FRP composite cord is applied along the identified location on the surface of the concrete element. Next, the FRP composite cord is manually worked and manipulated to achieve the desired width and thickness. Finally, additional FRP composite cords may optionally be installed on top of the first FRP composite cord until the final desired thickness has been achieved.
Systems and methods using a FRP composite cord configured as described herein may provide one or more of the following benefits. First, such systems and methods may be used to reinforce the edges of slender concrete or masonry elements, such as slabs, piers, and walls. Such systems and methods may also be used to connect vertical and horizontal concrete members together to improve the load transfer between the elements and increase the lateral load resistance of the system. Further, such systems and methods may be used to reinforce corners and edges of concrete structures to aid their resistance to fatigue due to repetitive small loads created by people grasping handrails on stairs, parapet walls, handrails at stadiums, and the like. Still further, such systems and methods may be used to increase the stiffness and strength of concrete structures without a significant increase in weight and volume of that concrete structure. Likewise, such systems and methods may offer easier and faster installation in comparison to enlargement and strengthening processes using steel plates and structure shapes. Even further, because a FRP composite cord configured as described herein is made of a bundle of flexible fibers, it can be placed in any shape and can be spread on the surface of the concrete structure, placed in a wide, shallow groove on the surface of the member, or in a narrow, deep groove in the surface of the structure, thus allowing its adaptability to a variety of circumstances. Still further, such FRP composite cord systems and methods may be implemented without the use of heavy machinery or equipment, and their installation may be performed with a minimal number of workers. Even further, such FRP composite cord systems and methods may minimize the disruption of the function and/or operation of an existing and occupied building due to the ease of the reinforcing process that they enable. Finally, such FRP composite cord systems and methods may offer excellent chemical and corrosion resistance in the extremely alkaline and acidic environments that are typically experienced by such concrete structures.
Having now fully set forth the preferred embodiments and certain modifications of the concept underlying the present invention, various other embodiments as well as certain variations and modifications of the embodiments herein shown and described will obviously occur to those skilled in the art upon becoming familiar with said underlying concept. It should be understood, therefore, that the invention may be practiced otherwise than as specifically set forth herein.
This application is based upon and claims the benefit of U.S. Provisional Application No. 62/778,583 titled “Fiber Reinforced Composite Cord for Repair of Concrete End Members,” filed with the United States Patent & Trademark Office on Dec. 12, 2018, the specification of which is incorporated herein by reference in its entirety.
| Number | Date | Country | |
|---|---|---|---|
| 62778583 | Dec 2018 | US |
