FIELD
This description relates generally to floor construction using post-tensioned concrete slabs.
BACKGROUND
Generally, a process for new floor construction using post-tensioned concrete slabs requires a gap (also known as a leave out, a pour strip out, etc.) that separates adjacent concrete slabs (also known as pours or castings). Generally, the gap is four feet and more in length. That is, several feet in distance separates the two ends of the post-tensioned concrete slabs. Sometimes the gap distance (the distance which separates the two ends of the post-tensioned concrete slabs) may be called a “width,” but for clarity and consistency, the term “width” is used herein to describe the distance along the direction labeled “W,” and the term “length” is used herein to describe the distance along the direction labeled “L” (e.g., see FIGS. 1-7 and 9-15). Accordingly, ΔL is used herein to describe a change in distance along the “L” axis direction. Generally, the gap is filled in (i.e., lap spliced) with a pour strip at a later time, connecting the slabs together to form the entire floor.
Prestressed concrete is a type of reinforced concrete which has been subjected to external compressive forces prior to the application of load. Prestressed concrete is categorized as either pre-tensioned or post-tensioned.
Pre-tensioned concrete is formed by a process including initial stressing of a wire strand system and then casting concrete around the stressed wire strand system. The stress from the wire strand system transfers to the concrete after the concrete has reached a specified strength (e.g., cured to a set specification).
Post-tensioned concrete is formed by a process of casting wet concrete around an unstressed wire strand system and then stressing the wire strand system after the concrete has reached specified strength (e.g., cured to a set specification). For example, post-tensioned concrete can have a wire strand system which has a wire enclosed in a duct (e.g., pipe, conduit, etc.). Concrete is formed around the duct and the concrete sets and cures. Then, the wire is stressed and grout material (e.g., a mixture of cement, sand, aggregate, and water) is pumped into the cavity surrounding the wire. The grout material bonds the wire to the duct, and the duct is bonded to the cured concrete. Thus, the stress applied to the wire can be transferred to the concrete. The applied stress (e.g., forces applied to the wire strand system) in the post-tensioning process causes a volume change (and/or a length change) to the concrete material. The volume change of the concrete material causes a change in the length of the concrete slab. The length change is a shortening in the direction parallel to applied stress (e.g., the post-tensioning force).
FIGS. 1-2 show schematic diagrams of a floor construction 10 according to a generally known process using post-tensioned concrete. FIG. 1 shows a top-down plan view of the floor construction 10. The floor construction 10 includes post tensioned slabs 12, 14 separated by a gap 16. FIG. 1 shows the “width” direction indicated by “W” and the “length” direction indicated by “L” (FIGS. 2 and 3 also show the length direction indicated by “L”). FIG. 2 shows a side view of the floor construction 10, also showing the slabs 12, 14, and the gap 16. The floor construction 10 is made by a process wherein the post tensioned slabs 12, 14 are each poured separately, tensioned independent of each other after they have sufficiently cured. Thus, the rebars in the post-tensioned slab 12 do not necessarily lineup (e.g., axially) with the rebars in the post-tensioned slab 14.
Each of the slabs 12, 14 changes volume due to their tensioning processes. The typical tensioning process for a typical floor construction uses the gap 16, which is typically four to eight feet in length, for accommodating appropriate tooling and equipment (and also for access by workers) to tension the slabs 12, 14. Further, the gap 16 (i.e., the separation between the two slabs 12, 14) becomes longer (e.g., along direction L shown in FIG. 1) during and after the tensioning of one or both of the slabs 12, 14. That is, the volume changes in the slabs 12, 14 and the slabs 12, 14 become shorter. And because the slabs 12, 14 become shorter, the separation between them, which is the gap 16, becomes longer.
For example, in a typical hotel floor construction, the gap 16 can be about sixty to seventy feet in width and four to eight feet in length. Generally, the gap 16 is left open for twenty to thirty days to allow most of the volume changes (i.e., slab shortening) to occur to the post-tensioned concrete slabs 12, 14. After the twenty to thirty days, the gap 16 is filled in (i.e., lap spliced) with a pour strip 18 to provide a structural continuity of the floor construction 10 required by the final design to resist all required loads.
FIG. 3 shows a close-up schematic view of a portion 20 of the floor construction 10 shown in FIG. 2. The portion 20 shows the first slab 12 having a post-tensioning wire strand system 22 for stressing the concrete 23. The slab 12 includes a steel reinforcing bar 24 (also known as rebar) which reinforces the concrete 23 in the slab 12. Generally, the rebar 24 and other rebar in the slab 12 are somewhat regularly positioned in the slab 12, and extend out from the end of the slab 12 towards the gap 16. The second slab 14, which is also shown in the portion 20, has its own post-tensioning wire strand system 26 for stressing the concrete 27. The slab 14 includes a rebar 28 which reinforces the concrete 27 in the slab 14. Generally, the rebar 28 and other rebar in the slab 14 are somewhat regularly positioned in the slab 14, and extend out from the end of the slab 14 towards the gap 16, In the prior art process of forming the floor construction 10, the positioning of the rebar 28 is not based on or with respect to the position of the rebar 24. Further, prior to the filling in of the gap 16 with the pour strip 18, the rebar 24 extending out from the slab 12 is not connected to the rebar 28 extending out from the slab 14. That is, prior to the filling in of the gap 16 with the pour strip 18, the rebar 24 extending out from the slab 12 is not directly connected to the rebar 28 extending out from the slab 14. That is, prior to the filling in of the gap 16 with the pour strip 18, the rebar 24 extending out from the slab 12 is not indirectly connected to the rebar 28 extending out from the slab 14. Other rebar(s) 30 is(are) positioned, or laid down, inside the gap 16 along the width direction, so that the other rebar(s) 30 is(are) perpendicular to the length direction of the rebar 24 and/or 28. Then, the pour strip 18 is formed around the rebar 24, 28, 30 filling in the gap 16.
Referring back to FIG. 1, in a multi-level building construction having one or more floors, the floor construction 10 can be placed above another floor. These floors are connected to and accessible via a construction elevator 30. Generally, there is only one (or very few) construction elevator 30 that is used during the construction of the building. Accordingly, during the construction of the floor construction 10, the slab 12 area can be accessed via the elevator 30. However, the slab 14 area cannot be accessed easily when a gap 16 four feet and more exists between the slabs 12, 14. That is, construction equipment cannot easily be moved to slab 14 from slab 12. Thus, generally, the construction process requiring access to slab 14 waits the twenty to thirty days until the pour strip 18 is poured to splice the slabs 12, 14 together. Further, the gap 16 allows significant weather conditions to intrude into the floor beneath the floor construction 10. Such weather conditions can also prevent work from being performed in the floor underneath the floor construction 10. Despite these disadvantages of having long gaps in post-tension concrete construction, waiting and time delay are generally an accepted part of the-process in the field of construction.
BRIEF SUMMARY
Devices, systems, and methods for connecting post-tensioned concrete slabs in new floor construction that reduce the distance (e.g., length) of the gap between the post-tensioned concrete slabs as compared to conventional construction. Accordingly, the devices, systems, and methods disclosed herein can advantageously reduce project construction time by reducing the time delay in accessing the floor underneath the slabs due to, for example, safety and/or weather conditions.
An embodiment of the concrete construction (e.g., a new floor construction) includes a first post-tensioned concrete slab and a second post-tensioned concrete slab, the first post-tensioned concrete slab and the second post-tensioned concrete slab having respective upper surfaces that are generally aligned, the first post-tensioned concrete slab including a first rebar installed therein, the second post-tensioned concrete slab including a second rebar installed therein, the first post-tensioned concrete slab and the second post-tensioned concrete slab being separated by a gap so that the concrete material of the first post-tensioned concrete slab is not in contact with the concrete material of the second post-tensioned concrete slab. The floor construction comprises a splice device positioned in the gap splicing together an end portion of the first rebar and an end portion of the second rebar, the splice device includes a first cavity that contains the end portion of the first rebar, and a second cavity that contains the end portion of the second rebar, and a body having a hole, wherein the hole receives a bolt which penetrates through the hole from an outside of the body into the first cavity and engages a portion of the first rebar inside the first cavity.
In an embodiment of the concrete construction, the body of the splice device includes another hole that receives another bolt which penetrates through that hole from the outside of the body into the second cavity and engages a portion of the second rebar inside the second cavity.
In another embodiment of the concrete construction, the gap has a longer dimension for one side-to-side and a shorter dimension for another side-to-side, the shorter dimension (e.g., along the “L” direction of the floor construction shown in FIG. 4) being three feet or less, preferably two feet or less, or more preferably twelve (12) inches or less along the length. In all of the embodiments, the minimum distance of the gap that can be achieved is the eng of the splice device used in the gap.
In another embodiment of the concrete construction, the splice device splices together the first rebar and the second rebar so that the first rebar and the second rebar are generally parallel with each other.
In another embodiment of the concrete construction, the splice device splices together the first rebar and the second rebar so that the first rebar and the second rebar are generally inline.
Another embodiment of the concrete construction comprises a strip of non-shrink material being in the gap, wherein the strip has a compressive strength that is greater than or equal to the compressive strength of the concrete material of the first post-tensioned concrete slab and/or the concrete material of the first post-tensioned concrete slab.
In another embodiment of the concrete construction, the strip of non-shrink material completely surrounds the splice device.
In another embodiment of the concrete construction, the strip has a longer dimension for one side-to-side and a shorter dimension for another side-to-side, the shorter dimension (e.g., along the “L” direction of the floor construction shown in FIG. 4) being three feet or less, preferably two feet or less, or more preferably twelve (12) inches or less along the length. In all of the embodiments, the minimum distance of the strip that can be achieved is the length of the splice device used in the gap, and covered by the strip.
An embodiment of a method for making a concrete construction comprises forming a first post-tensioned concrete slab, wherein the first post-tensioned concrete slab includes a first rebar installed therein, either prior to or after a second post-tensioned concrete slab has been created, securely connecting a splice device to an end portion of the first rebar, before the second post-tensioned concrete slab has been created, positioning an end portion of a second rebar inside the splice device but not securely connected thereto, creating a second post-tensioned concrete slab so that the second rebar is installed therein, wherein the first post-tensioned concrete slab and the second post-tensioned concrete slab are separated by a gap so that the concrete material of the first post-tensioned concrete slab is not in contact with the concrete material of the second post-tensioned concrete slab, and the end portion of the second rebar is allowed to move with respect to the splice device during the creating of the second post-tensioned concrete slab, and securely connecting the splice device to the end portion of the second rebar.
In another embodiment of the method, the gap has a longer dimension for one side-to-side and a shorter dimension for another side-to-side, the shorter dimension (e.g., along the “L” direction of the floor construction shown in FIGS. 1 and 4) being three feet or less, preferably two feet or less, or more preferably twelve (12) inches or less along the length.
Another embodiment of the method comprises forming a strip of material in the gap with a non-shrink material, wherein the strip has a compressive strength that is greater than or equal to the compressive strength of the concrete material of the first post-tensioned concrete slab and/or the concrete material of the first post-tensioned concrete slab.
BRIEF DESCRIPTION OF THE DRAWINGS
FIGS. 1-2 show plan and elevation schematic diagrams, respectively, of a floor construction according to a generally known process using post-tensioned concrete.
FIG. 3 shows an enlarged, elevational schematic view of a portion of the floor construction shown in FIG. 2.
FIGS. 4-5 show plan and elevation schematic diagrams, respectively, of a floor construction according to an embodiment of the present invention.
FIG. 6 shows a schematic side view of a floor construction according to an embodiment of the present invention.
FIG. 7 shows a schematic side view of an embodiment of a floor construction according to an embodiment of the present invention.
FIG. 8 shows a flow chart of an embodiment of a process for constructing the floor construction with reduced gap design.
FIGS. 9-14 show schematic side views of floor constructions being constructed according to an embodiment of the process.
FIG. 15 shows a side view of an embodiment of splice device.
DETAILED DESCRIPTION
The present disclosure may be further understood with reference to the following description and the appended drawings, wherein like elements are referred to with the same reference numerals. Systems, methods, and devices disclosed herein are directed towards reducing the gap between post-tensioned concrete slabs in a floor construction, so that project time delay caused by the existence of conventional gaps in the floor construction can be reduced and/or eliminated.
FIGS. 4-5 show plan and elevation schematic diagrams, respectively, of a floor construction 100 according to an embodiment. FIG. 4 shows the “width” direction indicated by “W” and the “length” direction indicated by “L” (FIGS. 5-7 and 9-15 also show the length direction indicated by “L”). The floor construction 100 includes post-tensioned concrete slabs 102, 104. FIG. 4 shows a top-down plan view of the floor construction 100. The floor construction 100 includes post tensioned slabs 102, 104 separated by a gap 106. FIG. 5 shows an elevational side view of the floor construction 100, also showing the slabs 102, 104, and the gap 106. The distance of the gap 106 is substantially less than the conventional gap. For example, it is possible that the gap 106 is less than three feet in distance. In a preferred embodiment, the gap 106 is two feet or less in distance. In a more preferred embodiment, the gap 106 is a foot or less in distance. In all of the embodiments, the minimum distance of the gap 106 is the length of the splice device (e.g., 206 shown in FIG. 7) because the splice device must be placed in the gap 106.
Accordingly, the floor construction 100 can advantageously reduce the overall construction time of the construction project associated with the floor construction 100, because the time delay in accessing the floor underneath the floor construction 100 due to, for example, safety and/or weather conditions, is substantially reduced or eliminated. Further, in a multi-level building construction having one or more floors, the floor construction 100 can be placed above another floor. These floors are connected to and accessible via a construction elevator 108. Accordingly, during the construction of the floor construction 100, the slab 104 area can be accessed via the elevator 108 because the gap 106 has a distance that is small (or short) enough that the gap 106 can be crossed over, and/or the gap 106 can be covered with small piece of material such as, for example, a sheet of metal or a plank of wood, to serve as a short bridge between the slabs 102, 104. Accordingly, the construction equipment can be easily moved between slab 104 and slab 102. Thus, the generally required twenty to thirty day waiting period for accessing areas of the floor that cannot be reached due to the conventional gap (16 shown in FIG. 1) can be eliminated. In a multi-level building construction and/or very large building construction having large square footage floors, the reduction or elimination of the twenty to thirty day waiting period per gap compounds to an enormous reduction in the overall construction time required for the project.
Further, the gap 106 can substantially reduce or prevent weather conditions to intrude into the floor beneath the floor construction 100. Thus, weather conditions no longer prevent work from being performed in the floor underneath the floor construction 100. Therefore, waiting and time delay associated with weather conditions can be reduced or eliminated from the construction process.
FIG. 6 shows a schematic side view of a floor construction 200 according to an embodiment. The floor construction 200 includes a floor 202 formed by joining two post-tensioned concrete slabs with a pour strip filled into a gap between the two post-tensioned concrete slabs. The first post-tensioned concrete slab includes at least one rebar 204 that is connected to a splice device 206. Preferably, the splice device 206 is less than a foot in length. The second post-tensioned concrete slab includes another rebar 208 that is connected to the splice device 206. The rebars 204, 208 can be aligned substantially parallel with each other and/or aligned to be continuous along the length (axial) direction. Although not shown in the schematic view, it will be understood that the floor construction 200 can include a plurality of rebars in the first post-tensioned concrete slab, wherein each of the rebars is connected to splice devices. Further, a plurality of rebars in the second post-tensioned concrete slab are each connected to the respective splice device, so that each splice device connects the rebar of the first post-tensioned concrete slab to the rebar of the second post-tensioned concrete slab.
FIG. 7 shows a schematic side view of an embodiment of a floor construction 300, which is similar to the floor construction 200 shown in FIG. 6. The floor construction 300 has similar components as the floor construction 200 of FIG. 6. The floor construction 300 includes the first post-tensioned concrete slabs 302 and the second post-tensioned concrete slab 304, and the pour strip 306 filled into the gap 308 that is between the two post-tensioned concrete slabs 302, 304. The splice device 206 is positioned in the gap 308, so after the pour strip 306 is used to fill in the gap 308, the splice device 206 becomes surrounded by the pour strip 306.
FIG. 8 shows a flow chart of an embodiment of a process 400 for constructing the floor construction with reduced gap design. The process includes a step 402 of forming a first concrete slab for post-tensioning, wherein the first concrete slab includes one or more rebars. Ends of the rebars are positioned to extend out from an edge of the first slab. It is preferable that these ends of the rebars do not extend more than six inches beyond the edge of the first slab. The process includes a step 404 of positioning a splice device at the end of the rebar. Preferably, a splice device is positioned at the end of each of the rebars that are exposed in the gap. The positioning of the one or more splice devices can be done before or after the first concrete slab has shortened along the length direction of the rebar due to tensioning of the concrete slab. If desired, the splice devices can be connected, attached, and/or secured on to the rebars of the first slab at this time. This particular step can depend on the particular features of the splice device used.
The process further includes a step 406 of positioning the rebars for the second concrete slab so that their ends are positioned within respective inner chambers of the splice devices prior to pouring the concrete for the second concrete slab. These rebars are positioned so that they can move with respect to the splice devices. That is, the rebars for the second concrete slab are not secured to the splice devices at this stage of the process. It is preferable that the positioning of the rebars for the second concrete slab with respect to the splice devices are done after the first concrete slab has been tensioned (e.g., using the wire strand system that is included in the concrete slab) and has gone through the volume change, becoming the first post-tensioned concrete slab. Thus, the positioning of the splice devices and then the positioning of the rebars for the second concrete slab can be done with a desired gap space in mind. That is, after the first post-tensioned concrete slab has formed, the length change along the length direction of the rebars would have been completed. Thus, when the splice devices are attached to the rebars of the first post-tensioned concrete slab, the length of the gap can be estimated and/or substantially determined. It is preferable that this estimated and/or substantially determined gap distance is less than a foot. Further, at this stage in the process 400, the splice devices are positioned where the gap between the first and second concrete slabs will exist when the second concrete slab is formed.
The process includes a step 408 of pouring and forming the second concrete slab. The second concrete slab includes one or more rebars that have been positioned with the splice devices. Then, the second concrete slab is allowed to shorten along the length direction of the rebar by and due to tensioning of a wire strand system in the second concrete slab. Because the rebars for the second concrete slab are not secured (e.g., fixed) to the splice devices, the rebars can and do move with respect to the splice devices during the tensioning of the second concrete slab in step 410.
After the volume changes due to tensioning of the second concrete slab has completed, the second concrete slab has become the second post-tensioned concrete slab. The process 400 includes a step 412 of fixing (e.g., connecting and/or securing) the rebars of the second post-tensioned concrete slab to the splice devices. In addition, if in the step 404 of connecting the splice device to the rebar of the first concrete slab, the splice device was not secured to the rebar of the first concrete slab, then, in step 412, the splice device can be secured to the first rebar of the first post-tensioned concrete slab. Accordingly, in the step 412, both of the first and second rebars of the first and second post-tensioned concrete slabs can be fixed to the splice device.
At this stage in the process, the gap between the first post-tensioned concrete slab and the second post-tensioned concrete slab is generally fixed. Accordingly, the gap distance is generally known and fixed at this stage in the process. Preferably, the gap distance at this stage is less than a foot.
The process 400 includes a step 414 of filling in the gap between the first and second post-tensioned concrete slabs with a material to form a pour strip. When the pour strip is formed in the gap, the splice devices fixed with respect to the rebars of the first and second post-tensioned concrete slabs are covered by the pour strip. It is preferable that the splice devices positioned in the gap are completely covered by the pour strip.
FIGS. 9-14 show schematic side views of floor constructions 500a-f, respectfully, being constructed according to the process 400 described above and shown in FIG. 8. Like elements are referred to with the same reference numerals.
FIG. 9 shows the floor construction 500a, wherein a first concrete slab 502 is formed with rebars 506, 508 therein (see step 402 in the process 400 of FIG. 8). End portions of the rebars 506, 508 are positioned to extend beyond the first concrete slab 502 at a location 510 where a gap will exist when a second concrete slab is formed.
FIG. 10 shows the floor construction 500b, wherein the first concrete slab (502 shown in FIG. 9) has been tensioned and has become a first post-tensioned concrete slab 504. The volume of the first post-tensioned concrete slab 504 has changed from the volume of the first concrete slab (502 shown in FIG. 9), and a length of the first concrete slab along the length direction of the rebars 506, 508 has been reduced by the tensioning, indicated by ΔL1. Near or at the ends of the rebars 506, 508 at the location 510 where the gap will exist when a second concrete slab is formed, splice devices 512, 514 are connected and/or secured to the rebars 506, 508 (see step 404 in the process 400 of FIG. 8).
FIG. 11 shows the floor construction 500c, wherein additional rebars 516, 518 of the second concrete slab 520 are positioned in the location 510, and also positioned with respect to the respective splice devices 512, 514 (see step 406 in the process 400 of FIG. 8). The rebars 516, 518 can be aligned in a length direction of the rebars 506, 508 guided by the splice devices 512, 514. The second concrete slab 520 is formed to include the rebars 516, 518 (see step 408 in the process 400 of FIG. 8).
FIG. 12 shows the floor construction 500d, wherein the second concrete slab (520 shown in FIG. 11) has been tensioned and has become a second post-tensioned concrete slab 522. Thus, the volume of the second post-tensioned concrete slab 522 has changed from the volume of the second concrete slab (520 shown in FIG. 11), and a length of the second concrete slab along the length direction of the rebars 516, 518 has been reduced by the tensioning, indicated by ΔL2. Near or at the ends of the rebars 516, 518 at the location 510 where the gap now exists, the splice devices 512, 514 are not secured to the rebars 516, 518. Thus, during the change in volume and length of the second concrete slab, the rebars 516, 518 are allowed to move with respect to the splice device 512, 514 (see step 410 in the process 400 of FIG. 8). For example, as the length of the second concrete slab is reduced, thus lengthening the location 510 between the first post-tensioned concrete slab 504 and the second post-tensioned concrete slab 520, the rebars 516, 518 may move (e.g., slide) away from the respective splice devices 512, 514 in the direction of the length change indicated by ΔL3. In embodiments, ΔL2 is equal to, the same as, or substantially similar to ΔL3. The length change ΔL3 does not move the end portion of the rebars 516, 518 so much that the length change ΔL3 prevents the rebars 516, 518 from being connected and/or secured to the respective splice devices 512, 514. This prevention is predetermined in the positioning of the rebars 516, 518, for example, in step 406 in the process 400 of FIG. 8, and/or structural features included in the splice devices 512, 514.
After the volume change due to tensioning has been completed and the second post-tensioned concrete slab 522 has formed, the gap 524 between the first post-tensioned concrete slab 504 and the second post-tensioned concrete slab 522 is substantially defined. The gap 524 is preferably less than a foot in distance between the ends of the first post-tensioned concrete slab 504 and the second post-tensioned concrete slab 522.
FIG. 13 shows the floor construction 500e, wherein the splice devices 512, 514 have been connected and/or secured to the rebars 516, 518 (see step 412 in the process 400 of FIG. 8). The floor construction 500e is positioned substantially horizontal with respect to the earth, and the floor construction 500e includes the first post-tensioned concrete slab 504 and the second post-tensioned concrete slab 522 separated by the gap 524. In the gap 524 space, the splice device 512 is connected and/or secured to both rebars 506, 516. Also in the gap 524 space, the splice device 514 is connected and/or secured to both rebars 508, 518. The splice devices 512, 514 are secured to the respective rebars 506, 508, 516, 518 with sufficient strength for industrial applicability for connecting the two post-tensioned concrete slabs 504, 522 for industrial purposes.
FIG. 14 shows the floor construction 500f, wherein the gap 524 has been filled in with a material to form a pour strip 526 (see step 414 in the process 400 of FIG. 8). The pour strip 526 covers the splice devices 512, 514. It is preferable that the splice devices 512, 514 positioned in the gap 524 are completely covered by the pour strip 526.
An embodiment of the splice device (e.g., 206 of FIGS. 6 and 7, and 512, 514 of FIGS. 9-14) is shown in FIG. 15. FIG. 15 shows a splice device 600, which includes a body 602 having a generally cylindrical shape. In some embodiments, the body 602 can have an elongated shape with a geometric base (e.g., circle, oval, ovoid, triangle, square, rectangular, hexagon, octagon, etc,). An embodiment of the splice device 600 has a length of about twelve (12) inches. In other embodiments of the splice device 600, its length has a range from six (6) inches to twelve (12) inches. The body 602 has a first cavity 604 starting from a first end, wherein the first cavity 604 is configured to receive and contain an end portion of a first rebar 204. The first cavity 604 can have a depth of less than or equal to six inches (e.g., 3 to 6 inches). The body 602 has a second cavity 606 which is positioned in a generally opposite end of the body 602 from the first cavity 604. The second cavity 606 can have a depth of less than or equal to six inches (e.g., 3 to 6 inches). The second cavity 606 is configured to receive and contain an end portion of a second rebar 208. For example, the first rebar 204 can be a rebar for a first concrete slab, and the second rebar 208 can be a rebar for a second concrete slab. The body 602 includes a barrier 608 between the first cavity 604 and the second cavity 606 which prevents the rebars 204, 208 from travelling between the first cavity 604 and the second cavity 606. Accordingly, when the first rebar 204 is positioned inside the first cavity 604, the end of the first rebar 204 can reach into the first cavity 604 as deep as the barrier 608 allows. The splice device 600 includes a mechanical component for securing and/or connecting the body 602 to the first rebar 204. An embodiment of the mechanical component is one or more bolts 610. The body 602 has one or more holes 612, wherein each hole 612 is configured to receive the bolt 610 and allow the bolt 610 to penetrate into the first cavity 604. The bolt 610 engages and penetrates through the hole 612. An end of the bolt 610 engages a portion of the first rebar 204 contained in the first cavity 604. The engagement of the bolt 610 to the hole 612, and the engagement of the end of the bolt 610 to the first rebar 204 inside the first cavity 604, secures and/or connects the splice device 600 to the first rebar 204. The bolt 610 can be configured to be tightened through the hole 612 to engage the first rebar 204 with sufficient force to immobilize the first rebar 204 with respect to the splice device 600. An embodiment of the bolt 610 is a threaded bolt 610. An embodiment of the hole 612 is a threaded hole 612, wherein the threaded hole 612 has threads that match (i.e., mate to) the threads of the threaded bolt 610. An embodiment of the bolt 610 has a snap-off head 614, so that when a torque applied to the head for screwing the bolt 610 meets or exceeds a predetermined amount of torque, the head 614 is configured to snap off from the rest of the bolt 610. Accordingly, the securing and/or connecting the bolt 610 to the first rebar 204 will have a known (and predetermined) force according to the configuration and design of the snap-off head 614.
Further, the splice device 600 includes a mechanical component for securing and/or connecting the body 602 to the second rebar 208. An embodiment of the mechanical component is one or more bolts 616. The body 602 has one or more holes 618, wherein each hole 618 is configured to receive the bolt 616 and allow the bolt 616 to penetrate into the second cavity 606.
The bolt 616 engages and penetrates through the hole 618. An end of the bolt 616 engages a portion of the second rebar 208 contained in the second cavity 606. The engagement of the bolt 616 to the hole 618, and the engagement of the end of the bolt 616 to the second rebar 208 inside the second cavity 606, secures and/or connects the splice device 600 to the second rebar 208. The bolt 616 can be configured to be tightened through the hole 618 to engage the second rebar 208 with sufficient force to immobilize the second rebar 208 with respect to the splice device 600. An embodiment of the bolt 616 is a threaded bolt 616. An embodiment of the hole 618 is a threaded hole 618, wherein the threaded hole 618 has threads that match (i.e., mate to) the threads of the threaded bolt 616.
An embodiment of the bolt 616 has a snap-off head 620, so that when a torque applied to the head for screwing the bolt 616 meets or exceeds a predetermined amount of torque, the head 620 is configured to snap off from the rest of the bolt 616. Accordingly, the securing and/or connecting the bolt 616 to the second rebar 208 will have a known (and predetermined) force according to the configuration and design of the snap-off head 620.
Applications of the embodiments disclosed herein include all aspects of construction, including, but not limited to, buildings, towers, floating terminals, ocean structures and ships, storage tanks, nuclear containing vessels, bridge piers, bridge ducts, foundation soil anchorages, and virtually all other types of installations where normally reinforced concrete may be acceptable.
Preferred embodiments have been described. Those skilled in the art will appreciate that various modifications and substitutions are possible, without departing from the scope of the invention as claimed and disclosed, including the fill scope of equivalents thereof.
Patent Application
20150176276
