The invention relates to brackets for supporting concrete reinforcing rods as used in the construction of concrete structures. In particular, this invention relates to an adjustable support bracket for reinforcement bar, or similar reinforcing members, a plurality of which are disposed within a concrete form. The support is adjustable to a desired length corresponding to the cross-sectional width of the form. The support is mounted across opposing form walls providing a simple, inexpensive and time-saving means for positioning pieces of reinforcement bar in an essentially parallel arrangement within the form prior to the form's being filled with liquified concrete.
In the art of building construction it is common practice to cast the base or foundation with concrete. A trench or excavation channel is prepared into which the forms, either made from steel or wood, are set up adjacent and connected to each other matching the dimensions of the required foundation (footing). The forms, which are steel panels or wooden boards or planks, are put into position on their edges across from each other and parallel to each other near the side walls of the trench.
After being placed into position, the forms are usually secured by stakes and other devices that are sufficient to prevent the form from being displaced. As more and more governments update their respective building codes, the number of locations that require pier blocks to be reinforced with steel is growing. Steel reinforcement generally takes the form of reinforcing bars (re-bar) or bars that are placed in the form in such a manner that the wet concrete completely covers the reinforcing bar. However, haphazard positioning of the reinforcing bars would result in a weakened concrete structure lacking in the ability to properly dissipate forces. A preferred placement of horizontally oriented reinforcing bars is usually with multiple bars arranged in a parallel configuration with respect to each other within a given footing. Horizontally oriented reinforcing bar is generally held in place by using separate reinforcing bar mounting stands. Some of the generally available reinforcing bar stands can be connected to the form after the form has been constructed, while others are positioned in the form and the reinforcing bar is placed on the device. Vertically oriented reinforcing bar is generally secured in the form by devices that are connected to the form after it is constructed. Placing the reinforcing bar securing devices in the desired location within the form requires additional labor and some degree of skill.
The footings for a construction project may be of various thicknesses depending upon a particular building design or applicable building codes. The thickness of a given footing will determine the requirements for the reinforcing bars to be used in terms of quantity and orientation within the footing. A customary construction practice has been to use metal wiring to secure one or more pieces of reinforcing bar into position, usually by wrapping the wire around suspended from the top edges of the forms or the stakes securing the forms. The reinforcing bars are secured in a number of locations along the length of a footing. While this practice is cost-effective from a materials standpoint, it is expensive in terms of the time and labor required.
Several attempts have been made to address these issues by providing alternatives to the labor-intensive and costly wiring of reinforcing bars into position within a concrete structure.
U.S. Pat. No. 2,714,817 to Griffiths discloses a spacer adapted to hold a reinforcing rod or bar for a concrete structure in a pre-selected position within the structure. Particularly, Griffiths teaches a spacer for positioning a reinforcing rod in a desired position with an elongated void to be filled with concrete, such as with stacked concrete blocks where a void of each block is aligned with that of the blocks above and below.
U.S. Pat. No. 3,530,634 to Adams discloses a plastic support bracket for concrete reinforcing bars for supporting reinforcing bars win concrete while the concrete is being poured, particularly within reinforced concrete beams. The support brackets allow for reinforcing bars to be snapped into place on the bracket enabling the bars to be rigidly held in a parallel position along the length of the concrete structure. A predetermined length of bracket must me selected for a given beam corresponding to the width of a channel in the forms used.
U.S. Pat. No. 4,318,262 to Uehara et al. discloses a bar positioning member comprising a long metal wire or rod having at least one indentation to receive an intersectingly disposed metal bar, and an apparatus for making a bar positioning member. Particularly, the invention relates to a reinforcing steel bar positioning member for use in assembling steel bars into grate-like reinforcements prior to placing concrete in a reinforced concrete structure.
U.S. Pat. No. 4,617,775 to Padrun discloses an extensible reinforcing bar assembly and clip that provides for a plurality of concrete reinforcing bars to be extended with respect to each other to establish a desired combined length.
The prior art provides a number of support devices for holding reinforcing bars in a desired position while concrete is being poured. While these devices offer a cost-saving alternative in the construction of concrete forms, a problem remains when a construction project requires forms of different thicknesses. Additional time would be required to have these devices modified for different wall thickness, or additional expense would be involved in maintaining an inventory of various length brackets for a particular project.
It is an object of the present invention to provide a simple and cost-effective apparatus for supporting concrete reinforcing bars that offers an improved alternative to wiring reinforcing bars into position within a reinforced concrete structure.
It is another object to provide an adjustable bracket for supporting concrete reinforcing bars that addresses the need for a standardized product that can be used for a variety of wall thicknesses of a concrete structure.
It is a further object to provide an adjustable bracket for supporting concrete reinforcing bars that can be simply and selectively adjusted in length to correspond with a given wall thickness.
It is a further object of the present invention to provide a system for reinforcing a concrete structure having a plurality of adjustable support brackets that supports a plurality of reinforcing bars within a concrete structure.
It is a further object of the present invention to provide a method of constructing reinforced concrete structures utilizing a plurality of adjustable support brackets that supports a plurality of reinforcing bars.
The present invention is an apparatus, system and method for supporting concrete reinforcing bars for use in the construction of concrete structures. In particular, this invention relates to an adjustable support bracket for reinforcement bar, or similar reinforcing members, a plurality of which are disposed within a concrete form. The support is adjustable to a desired length corresponding to the cross-sectional width of the form. The support is mounted across opposing form walls providing a simple, inexpensive and time-saving means for positioning pieces of reinforcement bar in an essentially parallel arrangement within the form prior to the form's being filled with liquified concrete. In one embodiment of the present invention, an adjustable support is disclosed having an assembly of interlocking wire members with one member supportable by one form wall and having multiple holes for reinforcement bar, and another member supportable by an opposing form wall and having multiple retainer segments aligned with the reinforcement bar holes of the first member, whereby the two elements are axially positionable and lockable to a desired length of bracket to support transversely mounted reinforcing bars.
In an alternate embodiment, an adjustable bracket is formed of two molded members, each of which has multiple holes for reinforcement bar, the first element being supportable from a first by wall and the second element being supportable by an opposing wall, whereby each member is overlapped with the other to be axially positionable and lockable to a desired length of bracket.
In another embodiment, an adjustable bracket is formed of two molded members, the first member of which is supportable by one form wall and has multiple holes for reinforcement bar and score marks at regular intervals to allow an installer to selectively and easily break off an undesired excess length of material. The second member is supportable by an opposing form wall and has a recess to receive the broken-off end of the first member, whereby the two members are axially positionable to a desired length of bracket.
For a complete understanding of the features and operation of the present invention, reference is now made to the drawings of the invention along with the accompanying figures in which corresponding numerals in the different figures refer to corresponding parts of the invention.
The general features of the present invention are described as an adjustable support having an assembly of interlocking members with one member supportable by one form wall and having multiple recesses for retaining a plurality of reinforcement bars on a transverse axis, and another member supportable by an opposing form wall and having a length that engages the first member, whereby the two members are axially positionable and lockable to a desired length of bracket. The resulting assembly provides an adjustable bracket for supporting concrete reinforcing bars that can be simply and selectively adjusted in length to correspond with a given wall thickness.
A standardized bracket that can be easily adjusted by an installer will significantly reduce the time and expense of otherwise providing a variety of fixed-size brackets for a project requiring a variety of concrete structure thicknesses. A simple assembly of a few parts by an installer will be all that is necessary to adapt the adjustable bracket to a required structure thickness. A number of such brackets would be set into a form, the brackets being supported by opposing form walls, along a form length. Once the brackets were properly positioned, one or more pieces of reinforcing bar would be inserted into the recesses of each bracket in a parallel arrangement. A concrete pour could then begin.
In this embodiment, the first member 5 and second member 10 are formed from medium steel wire that is bent to form the recessions 35 and longitudinally disposed projections 40. Each member may be of a continuous length of wire or may be built up of a plurality of pieces welded together.
As shown in
The first end of the first member 5 and the first end of the second member 10 each have an end score 65 located at a position on each member such that an undesirable end piece can be easily removed by a worker after a concrete structure cures. The end score 65 provides a weak spot that enables the steel wire to be snapped off with a few quick bends of the first end of each member.
A second embodiment of the present invention is shown in
A third embodiment of the present invention is shown in
In a fourth embodiment as shown in
In a fifth embodiment, as shown in
In a sixth embodiment as shown in
In a seventh embodiment (not shown) an adjustable bracket 1 is comprised of a first member 5 having a first end with a wall-engaging surface that is supportable by a first form wall 15, and a second end comprising a plurality of longitudinally disposed recessions located between the first end and the second end, the recessions sized to retain a cross-sectional diameter of a reinforcing rod, and second member 10 having a first end comprising a wall-engaging surface 30 that is supportable by a second opposing form wall 20, a second end that extends lengthwise, and a longitudinally disposed tube segment 110 having at least one aperture 115. The adjustable bracket 1 further comprises a second member 10 having a first end with a wall-engaging surface 30 that is supportable by a second form wall 20, and a second end that extends lengthwise for slidable engagement with the tube segment 110 of the first member 5. To adjust the length of the bracket assembly 1, a worker would position the second end of the second member 10 to align with the tube aperture 115 of the tube segment 110 of the first member 5, and slidably engage the second member 10 along a longitudinal axis with the tube segment 110, which holds the first and second members together as an assembly. The added downward force of gravity exerted by the reinforcing rods 25 further holds the first member 5 and the second member 10 together.
The present invention has applicability to the field of concrete and masonry construction, and particularly to a means of supporting reinforcing bars within concrete forms.
In compliance with the statute, the invention has been described in language more or less specific as to concrete and masonry construction. It is to be understood, however, that the invention is not limited to the specific means or features shown or described, since the means and features shown or described comprise preferred ways of putting the invention into effect.
Additionally, while this invention is described in terms of being used for supporting reinforcing bars within concrete structures, it will be readily apparent to those skilled in the art that the invention can be adapted to other uses in industry, and therefore the invention should not be construed as being limited to concrete and masonry construction. The invention is, therefore, claimed in any of its forms or modifications within the legitimate and valid scope of the appended claims, appropriately interpreted in accordance with the doctrine of equivalents.
This application claims priority to U.S. Provisional Patent Application No. 60/645,911, entitled “ADJUSTABLE SUPPORT BRACKET FOR CONCRETE REINFORCING BARS,” filed Feb. 23, 2005.
Number | Date | Country | |
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60656202 | Feb 2005 | US |