This invention relates to a system and method for attaching precast panels together and for coupling a plurality of reinforcing bars together, and more particularly, it relates to a reinforcing bar coupler assembly that is used to mechanically splice reinforcing bars of two precast panels or a plurality of reinforcing bars together to provide a permanent means of connecting the panels.
In the field of construction of structures, it is not uncommon that precast concrete panels are used. The concrete panels are typically precast at a facility and then transported to a job site and then coupled or stacked together to form, for example, a wall of the structure.
As is well known, the precast concrete panels are typically precast with a plurality of reinforcing bars, commonly referred to as “rebars”, for example, of the general type disclosed in U.S. Pat. No. 7,975,444; D 583,224 and D 588,445, which are issued to the same Assignee as the present invention, each of which are incorporated herein by reference and made a part hereof. Other related prior art includes U.S. Pat. Nos. 5,383,740; 5,606,839; 5,974,761; 6,192,647; 8,413,396; 9,091,064 and 11,732,479.
During the coupling of the panels and the reinforcing bars together, it is extremely important for the reinforcing bars to be securely fastened together in order to securely couple the panels together, thereby increasing the tensile strength of the concrete panels and the walls in order to facilitate preventing cracking and breaking.
With coupling systems of the past, it was oftentimes necessary and critical to very accurately align mating panels, which typically required nearly exact reinforcing bar placement in the panels so that they are easily mounted together. Unfortunately, achieving exact placement of the reinforcing bars is difficult.
In some applications of the past, a plurality of panels were stacked or mounted together and a sleeve was used in combination with grout that was pumped into the sleeve to secure the panels together. This typical procedure was often time consuming, especially waiting for the grout to cure prior to removal of any panel support structure that was necessary to support the panels during such curing process.
What is needed, therefore, is an improved system and method of attachment of a plurality of reinforcing bars and a plurality of precast panels.
A primary object of the invention is to provide a system and method for splicing reinforcing bars of two precast panels together by providing a permanent means of connecting the two precast panels to define a wall or structure.
Another object of the invention is to provide a system and method for allowing a plurality of precast panels to be precast with a threaded reinforcing bar having a reinforcing bar coupler assembly threadably coupled thereto, both of which are precast in the panel.
Another object of the invention is to provide a reinforcing bar coupler assembly adapted to couple a plurality of reinforcing bars together, and when used in a precast panel, permitting the precast panels to be coupled together.
Another object of the invention is to provide a system, method and apparatus for easily coupling precast panels together at a job site using a reinforcing bar coupler assembly.
Another object of the invention is to provide a system and method that is adapted to allow for variability in placing of the reinforcing bars during casting of the precast panels.
Still another object of the invention is to provide an attachment assembly and method for coupling reinforcing bars together and also for coupling precast panels together.
Another object of the invention is to provide a reinforcing bar coupler assembly and method that utilizes a first component that is adapted to receive clamp ring, insert and a spring and is urged by a second component that is mounted onto the first component to force the insert into the clamp ring such that it engages and clamps an end of a first reinforcing bar.
Yet another object of the invention is to provide a reinforcing bar coupler assembly that is adapted to be threadably mounted onto a first reinforcing bar and then coupled to a second reinforcing bar.
Another object of the invention is to provide a reinforcing bar coupler assembly that permits friendly or relatively large tolerances in coupling reinforcing bars from precast panels together.
Another object of the invention is to provide a reinforcing bar coupler assembly that is cast into a first precast panel and that is adapted to receive an end of a reinforcing bar from a second precast panel, thereby coupling the reinforcing bars and their associated precast panels together.
Another object of the invention is to provide a reinforcing bar coupler assembly that has a first component which has an internal receiving area for receiving a clamp ring that cooperate with insert to clamp against an end of a first reinforcing bar when the insert is urged by a spring into the clamp ring, thereby forcing the insert to engage and clamp against the end of the first reinforcing bar.
Another object of the invention is to provide a precast panel system and method that permits variable adjustment of the position of the reinforcing bar of the reinforcing bar coupler assembly along an axis of the first reinforcing bar and simultaneously permitting the reinforcing bar coupler assembly to permit radial adjustment so that when a first precast panel is mounted onto a second precast panel having a second reinforcing bar, the second end of the second reinforcing bar is adapted to be received in the reinforcing bar coupler assembly in a manner such that the axes of the first and second reinforcing bars do not have to be co-axial and may be offset, although they could be co-axial.
In one aspect, one embodiment of the invention comprises a reinforcing bar coupler assembly for coupling a plurality of reinforcing bars together, the reinforcing bar coupler assembly comprising a first component comprising an internal receiving area; clamp ring for situating in the internal receiving area, the clamp ring comprising an insert receiving area and defining a clamp ring passageway in communication with the insert receiving area and a clamp ring passageway axis, the clamp ring comprising a clamp ring tapered or frusto-conical inner surface; insert comprising an insert reinforcing bar receiving area defined by insert interior wall that is adapted and sized to receive a first one of the plurality of reinforcing bars in the insert receiving area, the insert having an insert axis that becomes generally aligned with or generally coaxial with the clamp ring passageway axis so that after the first one of the plurality of reinforcing bars is received in the insert reinforcing bar receiving area, the insert comprising an insert tapered outer surface that engages and cooperates with the clamp ring tapered or frusto-conical inner surface to cause the insert interior wall to apply a compressive force against a portion of the first one of the plurality of reinforcing bars in response to the insert being urged into the clamp ring; a second component for mounting onto the first component traveling along the clamp ring tapered or frusto-conical inner surface to travel along the clamp ring tapered or frusto-conical inner surface thereby causing the insert to engage and clamp against the portion of the first one of the plurality of reinforcing bars; the second component being adapted to be mounted to a threaded first end of a second one of the plurality of reinforcing bars so that after the reinforcing bar coupler assembly is mounted on the second one of the plurality of reinforcing bars and the first one of the plurality of reinforcing bars is secured or clamped to the second one of the plurality of reinforcing bars, the first one and the second one of plurality of reinforcing bars become coupled and secured together.
In still another aspect, another embodiment of the invention comprises a precast panel system for building a structure, the precast panel system comprising a first precast panel having a first reinforcing bar; a second precast panel having a second reinforcing bar; the second precast panel having a coupler assembly coupled to the first reinforcing bar so that an end of the first reinforcing bar may be inserted into the coupler assembly, thereby securing the first precast panel to the second precast panel; the coupler assembly comprising a first component comprising an internal receiving area; clamp ring for situating in the internal receiving area, the clamp ring comprising an insert receiving area and defining a clamp ring passageway in communication with the insert receiving area and a clamp ring passageway axis, the clamp ring comprising a clamp ring tapered or frusto-conical inner surface; insert comprising an insert reinforcing bar receiving area defined by insert interior wall that is adapted and sized to receive the first reinforcing bar in the insert receiving area, the insert having an insert axis that becomes generally aligned with or generally coaxial with the clamp ring passageway axis so that after the first reinforcing bar is received in the insert reinforcing bar receiving area, the insert comprising an insert tapered outer surface that engages and cooperates with the clamp ring tapered or frusto-conical inner surface to cause the insert interior wall to apply a compressive force against a portion of the first reinforcing bar in response to the insert being urged into the clamp ring; a second component for mounting onto the first component traveling along the clamp ring tapered or frusto-conical inner surface to travel along clamp ring tapered or frusto-conical inner surface thereby causing the insert to engage and clamp against the portion of the first reinforcing bar; the second component being adapted to be mounted to a threaded first end of the second reinforcing bar so that after the coupler assembly is mounted on the second reinforcing bar and the first reinforcing bar is secured or clamped to the second reinforcing bar, the first and second reinforcing bars become coupled and secured together.
In another aspect, another embodiment of the invention a method of making a coupler adapted to rigidly connect end portions of a first reinforcing bar and a second reinforcing bar, the first and second reinforcing bars being adapted to be used with concrete, the method comprising the steps of providing a first component comprising an internal receiving area; situating a clamp ring into the internal receiving area, the clamp ring comprising a clamp ring receiving area defined by a clamp ring tapered inner surface; situating insert into the clamp ring receiving area, the insert comprising an insert receiving area defined by an insert interior wall that is adapted and sized to receive an end portion of the first reinforcing bar in the insert receiving area, the insert further comprising an insert tapered outer surface that engages and cooperates with the clamp ring tapered inner surface to cause the insert interior wall to wedge against and engage the clamp ring tapered inner surface against the insert tapered outer surface thereby causing the insert to clamp against and be secured to the first reinforcing bar; mounting a second component onto the an end portion of the second reinforcing bar; mounting the second component to the first component; and wherein when the insert is driven axially into the clamp ring, the insert tapered outer surface travels and wedges against the clamp ring tapered inner surface to cause the first component to edge against and clamp against the end portion of the first reinforcing bar.
This invention, including all embodiments shown and described herein, could be used alone or together and/or in combination with one or more of the features covered by one or more of the following list of features:
These and other objects and advantages of the invention will be apparent from the following description, the accompanying drawings, and the appended claims.
Referring now to
Referring now to
A threaded wall 14d in the second end 14b defines a threaded female aperture 18 that is in communication with an internal receiving area 20 that is sized and adapted to receive various components as described herein. The threaded wall 14d is in communication with an interior wall 14e and the receiving area 20 inside the first component 14 for housing the various components of the reinforcing bar coupler assembly 10. The threaded female aperture 18 is sized and adapted to threadably receive a second component 22 as described later.
As will be described later, the second component 22 defines an end cap that has a threaded male end 22a and an engaging and camming surface 22c which will be described later herein. Note that the second component 22 has an interior threaded wall or surface 22b that defines a female threaded aperture 24 that is sized and adapted to threadably receive a threaded male end 12b2 of the second one of the plurality of reinforcing bars 12b. During use, the second component 22 threadably receives and is threadably mounted to the second one of the plurality of reinforcing bars 12b to secure the second one of the plurality of reinforcing bars 12b thereto.
The reinforcing bar coupler assembly 10 further comprises at least one generally cylindrical clamp ring 26 that is adapted and sized to be received in the internal receiving area 20. The clamp ring 26 comprises a first internal tapered wall 26a and a second internal tapered wall 26b. The first internal tapered wall 26a is frustoconical in shape and defines a camming surface 26a1 whose function will be described later herein. The second internal tapered wall 26b is also frustoconical in shape and defines a camming surface 26b1 whose function will be described later herein. The clamp ring 26 comprises an insert receiving area 28 for receiving insert 30 in the insert receiving area 28. In the illustration being described, the insert 30 comprises a generally curved first insert member 32 and a second insert member 34 that cooperates to clamp a non-threaded end 12a1 of the first one of the plurality of reinforcing bars 12a. It should be appreciated that a first end 12a1 of the second one of the plurality of reinforcing bars 12a is not threaded yet is retained in the reinforcing bar coupler assembly 10 by the clamping action described herein. In contrast, notice that the second end 12a2 of the first one of the plurality of reinforcing bars 12a is threaded as described later is mounted to another second component 22 as shown in
Note that the first and second insert members 32 and 34 of the insert 30 each comprise a tapered wall 32a and 34a that engage the tapered wall 26b. When the insert 30 is urged downward (as viewed in
During use, the second one of the plurality of reinforcing bars 12b is threadably mounted to the second component 22 by threading the threaded end 12b1 of the second one of the plurality of reinforcing bars 12b into the threaded aperture 24 defined by the threaded wall or surface 22b.
Although not shown, other means for securing the second end 12b2 or second end 12a2 may be used to secure them to the second component 22, such as swaging, a weld or other means for securing the second component 22 to the second end 12b2 of the second one of the plurality of reinforcing bars 12b as described herein. Notice that when the reinforcing bar coupler assembly 10 is assembled as shown in
Notice in
It should be noted that the insert 30 comprises an insert axis IA (
Thus, it should be understood that the insert 30 comprises the insert tapered outer surface or walls 32a and 34a that engage and cooperate with the clamp ring tapered inner walls or surfaces 26a and 26b to cause the interior walls 32b and 34b to travel along the insert tapered outer surface so that walls 32a and 34a to travel along the clamp ring tapered inner walls or surfaces 26a and 26b, thereby causing the insert 30 to engage and clamp against the end 12a1 of the first one of the plurality of reinforcing bars 12a. As shown, the second component 22 is threadably mounted on the second end 12b2 of the second one of the plurality of reinforcing bars 12b so that after the second component 22 is mounted on the second one of the plurality of reinforcing bars 12b, the second component 22 becomes rigidly secured and coupled thereto. It also becomes rigidly secured and coupled to the first one of the plurality of reinforcing bars 12a which is received and mounted to the second component 22 using the clamp ring 26 and insert 30 in cooperation with the spring 36 and second component 22.
Notice that a wall or camming surface 22c of the second component 22 is arcuately shaped for engaging with the spring 36, which can move along the surface 22c to accommodate different positions or movement and offset the clamp ring 26 and the insert 30. Again, it should be understood that the clamp ring 26, the insert 30 and the spring 36 are loosely received in the internal receiving area 20 and are permitted to move or “float” in the internal receiving area 20. Until all the components are assembled and mounted together in the final environment, which will be described later herein, they are sized and adapted to move and float in the internal receiving area 20 of the first component 14. This has been found to be extremely beneficial in order to facilitate mounting the first one of the plurality of reinforcing bars 12a to the second one of the plurality of reinforcing bars 12b especially when the second one of the plurality of reinforcing bars 12b in the precast panels 50, 52 are not perfectly aligned with the reinforcing bar coupler assembly 10 and the reinforcing bar receiving area 31 located between the insert members 32 and 34.
As will be described later herein, the primary intended uses of the reinforcing bar coupler assembly 10 are in precast panels, such as precast concrete panels 50 and 52 of the type shown in
Advantageously, and because the various components can “float” inside the internal receiving area 20, these components 26 and 30 may move both radially and horizontally and vertically to allow for variability in placing of the first end 12a1 of the first one of the plurality of reinforcing bars 12a into the insert 30 and the reinforcing bar coupler assembly 10.
Notice that the aperture 16 defined by the wall 14c is dimensioned to be larger than a diameter of the first end 12a1 as mentioned earlier. The clamp ring 26 can move in a radial or horizontal (as viewed in
Once the second one of the plurality of reinforcing bars 12b becomes permanently coupled to the first one of the plurality of reinforcing bars 12a in the reinforcing bar coupler assembly 10, they and their associated precast panels 50 and 52 become coupled together.
During use, the second one of the plurality of reinforcing bars 12b is threadably mounted to the second component 22 as described herein and both the second one of the plurality of reinforcing bars 12b and the first and second components 14 and 22 are precast in a precast panel, such as precast panels 50, 52 in
Referring now to
For ease of illustration, the reinforcing bar coupler assembly 10 with the second one of the plurality of reinforcing bars 12b threadably mounted thereto are shown housed or precast into the precast panels 50 and 52. Conveniently, note that the first component 14 and second component 22 are assembled together and define a housing for the various internal components, namely the clamp ring 26, insert 30 and spring 36. In general, each precast panel 50 and 52 is precast with a plurality of the reinforcing bar coupler assemblies 10, which are typically spaced and aligned vertically so that one precast panel 50 or 52 can be dropped onto the next precast panel 52, 50, respectively. For ease of illustration and description, each of the precast panels 50 and 52 have four reinforcing bar coupler assemblies 10, which are labeled 10i, 10ii, 10iii and 10iv, with the second one of the plurality of reinforcing bars 12b already mounted thereto and cast into the precast panels 50 and 52. With each of the reinforcing bar coupler assemblies 10i, 10ii, 10iii and 10iv have the male threaded first end 12b1 of the second one of the plurality of reinforcing bars 12b mounted to the second component 22 as shown. The second component 22 is threadably mounted on the first component 14 with its internal components as shown. For ease of illustration and description, the second reinforcing bar coupler assembly 10ii shown in
It is important to understand that the precast panels 50 and 52 are precast with the reinforcing bar coupler assembly 10 and the second one of the plurality of reinforcing bars 12b being mounted thereto and precast directly into the precast panels 50, 52 such that the end 12a1 of the first one of the plurality of reinforcing bars 12a protrudes therefrom and becomes generally aligned or flush with a bottom surface 50a of the top precast panel 50. Notice that the precast panel 52 has the reinforcing bar coupler assemblies 10v, 10vi and 10vii and 10viii and first one of the plurality of reinforcing bars 12a integral in the precast panel 52 and secured thereto. Again, each reinforcing bar coupler assembly, such as reinforcing bar coupler assembly 10v, is precast with the first one of the plurality of reinforcing bars 12a secured thereto as described earlier herein. Like the reinforcing bar coupler assembly 10ii, notice that each coupler assembly 10i-10viii, such as the reinforcing bar coupler assembly 10v in the precast panel 52, has the end 14a of the first component 14 generally aligned with and co-planar with a bottom edge or surface 52a of the precast panel 52. Likewise, the end 14a of the first component 14 is generally aligned or “flush” with the edge 50a.
In general, the precast panels 50 and 52 are cast with the threaded reinforcing or second one of the plurality of reinforcing bars 12b and the reinforcing bar coupler assembly 10 placed in the precast panel 50 at the precast yard where the precast panels 50 and 52 are made. The precast panels 50 and 52 are then transported or shipped to a job site (not shown) with a bottom precast panel, such as precast panel 52 in
As described earlier herein, the clamp ring 26, insert 30 and the at least one spring 36 can float inside the receiving area 20 to accommodate misaligned ends 12a1 that are not exactly co-axial with either the axis of the second one of the plurality of reinforcing bars 12b or the insert axis IA. In any event, this floating design permits these components to move inside the receiving area 20 yet still permit the spring 36 and the insert 30 to engage and clamp against the end 12a1 of the first one of the plurality of reinforcing bars 12a. Notice that after the top precast panel 50 is mounted onto the bottom precast panel 52, the first one of the plurality of reinforcing bars 12a and the second one of the plurality of reinforcing bars 12b become secured together, thereby securing the precast panels 50, 52 together. Other precast panels may then be mounted on top of precast panel 50 as the wall construction continues.
It should be appreciated that the precast panels 50 and 52 are typically planar, but could have other shapes and dimensions, such as generally cylindrical, square, polygonal, rectangular as shown or the like. Thus, the precast panels 50 and 52 could comprise other configurations if desired. Thus, although the embodiments illustrated in
Referring now to
Once the precast panels 50, 52 are precast, they are shipped to a job site where the structure 102 can be constructed (block 64). In this regard, the bottom precast panel 52 is situated at a desired location at the job site (block 66). The routine continues to block 68 where the precast panel 50 is placed into alignment with the precast panel 52 such that the end 12a1 of the first one of a plurality of reinforcing bars 12a that protrude from the precast panel 52 become generally or substantially aligned with the insert 30 and aperture 16 of the reinforcing bar coupler assembly 10 to which it is aligned in the precast panel 50.
At block 70, the precast panels 50 and 52 are mounted together such that the end 12a1 of the first one of a plurality of reinforcing bars 12a is received in the aperture 16 and the insert 30, thereby splicing and coupling the first one of a plurality of reinforcing bars 12a and the second one of a plurality of reinforcing bars 12b and the precast panels 50, 52 together.
The routine proceeds for each precast panel 50, 52 that must be mounted to define the structure 102.
1. It should be understood that the insert 30 may be comprised of multiple insert members 32 and 34 (for example, three or more, not shown). The important thing is that the insert 30 engages and clamps against the end 12a1 once the first one of the plurality of reinforcing bars 12a is inserted in the reinforcing bar coupler assembly 10. Alternatively, the insert 30 could be a one-piece construction that is adapted and sized to receive the first end 12a1 of the first one of the plurality of reinforcing bars 12a in the receiving area 31. In such an embodiment, the insert 30 is deformable as the insert 30 is urged into the receiving area 28 and its wall is forced downward, the insert 30 deforms and clamps against the end 12a1.
This invention, including all embodiments shown and described herein, could be used alone or together and/or in combination with one or more of the features covered by one or more of the claims set forth herein, including but not limited to one or more of the features or steps mentioned in the Summary of the Invention and the claims.
While the system, apparatus and method herein described constitute preferred embodiments of this invention, it is to be understood that the invention is not limited to this precise system, apparatus and method, and that changes may be made therein without departing from the scope of the invention which is defined in the appended claims.
The present application is a continuation-in-part of U.S. Design application Ser. No. 29/807,830, filed Sep. 15, 2021. This application is incorporated herein by reference and made a part hereof.
Number | Date | Country | |
---|---|---|---|
Parent | 29807830 | Sep 2021 | US |
Child | 18392136 | US |