Combination reinforcement bar connector and gauge

Static structures (e.g. – buildings) – Crossed reinforcing rods with connector

Reexamination Certificate

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Details

C052S677000, C052S684000, C052S686000

Reexamination Certificate

active

06176061

ABSTRACT:

BACKGROUND OF THE INVENTION
1. Field of the Invention
The present invention relates generally to building construction and more particularly, to device for adjoining overlapping segments of interconnecting reinforcement bars.
2. Description of the Prior Art
Conventional commercial buildings are predominantly masonry construction. Foundations of commercial buildings are typically reinforced with reinforcement bar, commonly referred to as rebar, and walls of such buildings are generally constructed of block having cells filled with grouting and reinforced with reinforcement bar.
Construction of commercial buildings generally begins with the formation of footings which support walls. The footings vertically support a series of spaced apart reinforcement bar in a upright position. In accordance with known methods of construction, each reinforcement bar typically extends five feet or more above the footings, as is shown in prior art FIG.
1
. The block walls are constructed with the reinforcement bar contained within. In accordance with known methods of construction, blocks have to be raised above the reinforcement bar and lowered to footing with the reinforcement bar extending through a hollow block cell. A series of blocks are laid upon one another following the same method of raising the blocks above the reinforcement bar and lowering the blocks to a subsequent course of blocks with the reinforcement bar extending through various block cells. The blocks are joined to the footings and other blocks with grouting. Once a numbered of layers of block have been laid, and while a desired length of each spaced apart reinforcement bar remains exposed beyond the block wall being formed, another length of reinforcement bar is tied to each the exposed portion of each spaced apart reinforcement bar. This method is continued until a wall of desired height is achieved. Once a wall of desired height is achieved, the block cells are filled with grouting, forming a cement masonry unit (CMU).
Depending on factors, such as the structural dimensions of the commercial building and building codes, a certain amount of reinforcement bar overlap is required. Overlap may be in the order of sixteen inches or more. In accordance with the present methods, this length of overlap is measured manually and the two segments of reinforcement bar are manually tied together with tie wire. This method is inefficient with regard to the man hours required for tying the overlapping segments together, wasteful due to excessive overlap, and lends itself to error should insufficient overlap occur.
In forming a typical foundation, layers of sand, stone and plastic are provided, and a grid of reinforcement bar is formed upon these layers. This grid is formed by overlapping segments of reinforcement bar tied together in a manner similar to that set forth above. A first layer of reinforcement bar is arranged spaced apart relative to one another. A second layer of reinforcement bar is arrange spaced apart relative to another and perpendicular to the first layer to form a grid of reinforcement bar. The two layers of reinforcement bar are tied to one another, thus fixing the two layers relative to one another.
Coupling devices for adjoining reinforcement bars are known in the prior art. For example, U.S. Pat. No. 3,390,905, issued Jul. 2, 1968, to Donald A. Stewart, discloses holding and locating devices for overlapping structural members comprising two separately formed elements partly embrace overlapping portions of the two structural members. The elements are secured together by one or more separately formed tie members. The structural members are freely slidable in the elements. U.S. Pat. No. 4,692,052, issued Sep. 8, 1987, to Alfred A. Yee, discloses a splice sleeve for connecting overlapping reinforcement bars. The sleeve includes a rigid tubular sleeve for receiving the overlapped ends of the reinforcement bars. The tubular sleeve is filled with a hardenable material to resist axial tension exerted on the reinforcement bars. U.S. Pat. No. 5,365,715, issued Nov. 22, 1994, to James W. Steinmetz et al., discloses a rod tying a including an attachment element and a mating centering element. In use, the attachment element is attached to one of the members to be tied and the centering element is used to align and juxtapose the attachment element to a stationary member. Two coils of wire are wrapped around the attachment element and the centering element. Upon separation of the attachment element and the centering element, the coils of wire are adapted to tighten around the aligned members and tie the members together.
None of the above inventions, taken either singly or in combination with other inventions, is seen to describe the instant invention as claimed.
SUMMARY OF THE INVENTION
The present invention is a device for adjoining overlapping segments of reinforcement bars with substantially accurate and precise measures of overlap. The device comprises a pair of coupling elements for coupling two segments reinforcement bar. The device is structured and configured to gauge the amount of overlap between the reinforcement bars upon coupling the coupling elements to the reinforcement bars. A guide element may be provided for guiding a second reinforcement bar into contact with a second coupling element to couple the second reinforcement bar to the second coupling element.
The device may be comprised clips adjoined to frusticonical shaped members. The clips may include elements spaced apart so as to provide an opening for receiving a first reinforcement bar. A guide may be provided for guiding the first reinforcement bar between the clip elements into the opening. The clips are dimensioned and configured to tightly retain the first reinforcement bar in the clips.
An upper frusticonical shaped member is structured and configured to easily receive, and permit to pass therethrough, the second reinforcement bar, and to guide the second reinforcement bar into a lower frusticonical shaped member. The lower frusticonical shaped member is preferably structured and configured to receive the second reinforcement bar, however, does not permit second reinforcement bar to pass through lower frusticonical shaped member but rather is provided with an abutment surface which limits the travel of the second reinforcement bar. This arrangement couples the first and second reinforcement bars and the distance separating the upper and lower frusticonical shaped members gauges the overlap of the first reinforcement bar relative to the second reinforcement bar.
The upper and lower frusticonical shaped members may be bridged together so as to form a unitary structure. Various overlapping requirements may be met by varying the distance between the upper and lower frusticonical shaped members.
One embodiment of the invention may be comprised of a pair of adjoining tubular members, each structured and configured to receive a respective reinforcement bar. A first tubular member may have an opening at a lower end thereof for receiving a first reinforcement bar and an abutment surface at an upper end thereof for limiting the travel of the first reinforcement bar therethrough. Similarly, a second tubular member may have an opening at an upper end thereof for receiving a second reinforcement bar therethrough and an abutment surface at a lower end thereof for limiting the travel of the second reinforcement bar therethrough. The distance separating the two abutment surfaces gauges the overlap between the first and second reinforcement bars. Various overlapping requirements may be met by varying this distance.
A guide element, such as a frusticonical shaped member, may be provided at the opening of the second tubular member for guiding the second reinforcement bar into second tubular member.
In another embodiment of the invention, the device may be comprised of a single unitary structure having two pairs of opposingly directed clips lying in a common plane and bridged by a gauge. Each clip may be formed in a manner similar to that set forth above. The clips are pref

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