Patent Grant
10301838
The present invention relates to a metal skeleton for the reinforcement of vertically elongated concrete structures to be formed therearound, and more particularly to such a skeleton that can be quickly assembled with unprecedented ease and accuracy on a construction site from pre-formed metal components.
Vertically elongated structures, such as pillars, poles, posts, pylons, bollards and the like are commonly formed from reinforced concrete. Similarly, vertically elongated concrete structures in the form of footings or bases may be constructed from reinforced concrete and used to support thereon other structures such as decks, floors, walls, verandahs, roofs, poles, pillars, posts, lintels, monuments, etc.
In all such applications, the vertically elongated concrete structures may optionally be positioned, at least partially, below grade, depending upon the particular application and local building codes.
Vertically elongated concrete structures of the prior art typically have a concrete main body portion that is reinforced with metal reinforcing bar (“rebar”) contained therewithin to increase its strength. Further, one or more metal connection means, such as, for example, threaded rods, may optionally be arranged in a pattern to project upwardly from the top of the vertically elongated concrete structure to be received in cooperating engagement with the base plate, sole plate, lintel, cross-beam, or other co-operating portion, of a deck, floor, wall, verandah, roof, pole, pillar, post, monument, or other structure that is to be supported atop the vertically elongated concrete structure.
Where rebar is used for reinforcement of a vertically elongated concrete structure as aforesaid, a plurality of individual pieces of rebar may be connected together before concrete is poured therearound to form a unitary reinforcement skeleton, which process is, inter alia, both tedious and time-consuming and may require skilled or semi-skilled labor to complete satisfactorily. Accordingly, such reinforcement of vertically elongated concrete structures using rebar may not be particularly suited for completion by inexperienced or unskilled laborers, such as homeowners, or other do-it-yourselfers.
Among the numerous problems typically encountered when using rebar to construct a reinforcement skeleton for vertically elongated concrete structures of the type mentioned hereinabove, many stem from the fact that rebar is typically made available (like construction lumber) in bulk in the form of standard lengths, such that it must be cut to size on the job site for subsequent use in assembling a reinforcement skeleton. As such, there is typically little or no pre-engineering that goes into the design or building of such re-enforcement skeletons, and much happenstance as to how they are constructed on site. In short, quality control is substantially hit and miss, and dependent to an unacceptably large extent upon the experience and skill of the workers who fabricate the reinforcement skeleton from bulk materials on site.
Also, on-site cutting typically requires the use of cutting torches and/or high-powered metal cutting saws under the less than ideal conditions that typically exist at open air construction sites where concrete is to be poured. Such tools are expensive to own and dangerous to operate, and are subject to theft or damage on construction sites.
Additionally, as alluded to above, there is a need for at least semi-skilled labour to carry out the process of accurately and efficiently fabricating rebar reinforcement skeletons, as such labour must be able to accurately measure and safely operate the cutting tools necessary to cut the rebar to the various lengths required for assembly of the reinforcement skeleton prior to it being inserted into a hole in the ground, or into a hollow form structure, used to retain concrete around the reinforcement structure after pouring of the concrete.
If hired labor is retained to fabricate the rebar reinforcement skeleton, such labor is expensive and not always readily available when needed. If this operation is being carried out by a homeowner or a do-it-yourselfer, such labor is typically inexperienced in the task at hand so as to produce inconsistent results.
Furthermore, after cutting to the required lengths, a plurality of rebar sections must be assembled and connected together to form the internal reinforcement skeleton by means of supplemental fastening means, which can include, without limitation, clips, clamps, wire, threaded fasteners, and/or welding. The need for supplemental fastening means not only significantly adds to the cost of producing prior art metal reinforcement skeletons from rebar, but significantly lengthens the time to produce such skeletons. Moreover, the acquisition, set-up and use of welding equipment to complete this task is expensive, time consuming, and is subject to injury or other mishap, and to theft or damage from construction sites.
Even with the proper tools and labour on hand, the production of internal reinforcement skeletons from rebar on a typical construction site is slow and difficult, due in significant part to the harsh and adverse working conditions that typically exist at such open-air construction sites where concrete is being poured. These conditions commonly include the lack of cover from rain, wind and cold, and the lack of clear and even work surfaces and spaces for measuring, cutting and assembly of the metal skeleton. Such adverse working conditions introduce the significant possibility of errors being made and/or shortcuts being taken.
Additionally, reproduction of a plurality of substantially identical metal reinforcement skeletons is required for some projects. Maintaining dimensional accuracy of prior art metal reinforcement skeletons across such a plurality of structures is particularly difficult under the adverse working conditions available at typical open-air construction sites.
Further, prior art metal skeletons assembled according to the prior art from rebar can easily be bent, or otherwise deformed, from their intended shape either during, or after, assembly.
Fabrication of metal reinforcement skeletons from rebar also involves significant expense and logistics problems in procuring all of the necessary materials and assembly equipment from various sources and shipping same, in a secure and timely manner, to a construction site. These problems include, without limitation, the nearly inevitable chance of materials or assembly equipment not arriving at, or disappearing from, a construction site, the lack of protection from weather and other agents of metal materials stored at a construction site, the lack of ready access by workers to plans for assembling the metal skeleton.
Also, with prior art vertically elongated concrete structures, there exists a significant potential problem with respect to alignment of any connection means projecting upwardly from the top of the vertically elongated concrete structure with co-operating receiving means positioned on a base plate or other co-operating receiving means that is to be supported on the vertically elongated concrete structure. This can be particularly problematic where the connection means includes a plurality of threaded rods projecting in a pattern upwardly from the vertically elongated concrete structure to mate with a co-operating pattern of apertures in the base plate, sole plate or other mating portion of a deck, verandah, wall, floor, roof, pole, pillar, post, lintel monument, pylon, bollard or the like to be mounted atop the vertically elongated concrete structure. In such instance, and particularly where the plurality of upwardly extending threaded rods are anchored for added strength to the metal reinforcement skeleton, such reinforcement structure must be fabricated with considerable dimensional accuracy in order to ensure that the threaded rods each mate with the respective holes pattern formed in the base plate, sole plate or other mating component of the deck, floor, verandah, roof, pole, pillar, post, lintel, etc., and, most importantly, also have their longitudinal axis aligned with true vertical, so as to ensure that the structure to be mounted atop the vertically elongated concrete structure is itself aligned with true vertical. Building a rebar reinforcement skeleton with such dimensional accuracy is not easily achievable, particularly by homeowners, do-it-yourselfers, or other inexperienced personnel.
In order to provide an outer peripheral barrier to retain the uncured concrete as it is poured to form an elongate vertically elongated concrete structure, a cylindrically shaped non-metal casting form is often used. One such readily available non-metal casting form is commercially marketed under the trademark Sonotube™, by SPC Resources Inc., of Delaware, USA. Depending upon, inter alia, the size of the elongate vertically elongated concrete structure that is to be formed, and the weight it is to bear, rebar may, or may not, be used with a Sonotube™ casting form. While the Sonotube™ casting form works well and is widely used, it does nothing to address the known prior art problems associated with forming vertically elongated concrete structures, such as time and costs associated with the formation of a rebar reinforcement structure, and the aforementioned problem of alignment of a pattern of upwardly projecting fastening means, such as threaded rods. Furthermore, it may be necessary in some circumstances to use a substantial banding or bracing structure in conjunction with a Sonotube™ casting form in order to bear the lateral forces associated with the weight of the uncured concrete in order to preclude the Sonotube™ casting form from deforming or even rupturing. Also, a substantial banding or bracing structure may be necessary in some applications in order to ensure that the body of the vertically elongated concrete structure stricture and/or any rebar used therein remains truly vertically oriented so as to ensure that any structure mounted atop such vertically elongated concrete structure is similarly truly vertically oriented.
It is also known in the prior art to use a footing form in conjunction with a cylindrically shaped non-metal casting form such as a Sonotube™ in order to support the casting form from below. One such prior art footing form can be found in issued U.S. Pat. No. 6,840,481 issued Jan. 11, 2005 to Swinimer and entitled Footing Form. The bell-shaped footing form is for use during the pouring of a footing for a structural pillar and is preferably constructed from a thermoplastic such as a high density polyethylene or ABS. The footing form encases and supports the bottom portion of the cylindrically shaped non-metal casting form. While this footing form does help support the cylindrically shaped non-metal casting form during the pouring of concrete, it does not fully support the cylindrically shaped non-metal casting form over its entire height, and does not address the aforementioned problems associated with the use of rebar, including the alignment of threaded rods into cooperating apertures in a base plate to be mounted thereon.
Other relevant known prior art can be found in U.S. Pat. No. 9,284,744 issued Mar. 15, 2016 to Patterson et al. and entitled Modular Concrete Pole Base. The pole base disclosed in this patent provides a secure mounting structure that can easily be adapted for use with multiple configurations of poles and includes a concrete body having metal rebar therein, which is well known in the art. A load-bearing pole attachment comprises a metal plate disposed on, or within, the upper portion of the body and is configured to removably receive a plurality of fasteners. The fasteners are used to secure a pole on the load-bearing pole attachment. The concrete body may include a central cavity for receiving conduit and the like therethrough. As is typical with such prior art pole base structures, the Patterson et al. structure requires a significant amount of forming and fastening of rebar.
According to one object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure for supporting decks, floors, verandahs, roofs, poles, pillars, posts, lintels and the like, the components of which skeleton are all pre-engineered and pre-cut when received by an end-user.
According to another object of the present invention, there is provided a pre-engineered metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein the rebar components of the metal skeleton do not need to be cut to size on a job site for subsequent use in assembling the reinforcement skeleton.
According to another object of the present invention, there is provided a skeleton for the reinforcement of a vertically elongated concrete structure, wherein metal skeleton is capable of being pre-engineered to exacting standards of dimension, rigidity strength and quality control.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein the strength, quality and dimensional accuracy of the metal skeleton is not dependent upon the experience and skill of those assembling the skeleton.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, which metal skeleton need not be formed de novo each time from bulk materials cut at a construction site and that is easily replicated with dimensional accuracy.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein formation of the metal skeleton does not require the use of cutting torches and/or high-powered metal cutting saws.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein formation of the pre-engineered metal skeleton does not require the use of tools that are expensive to own and dangerous to operate, and that are subject to theft, or damage, on construction sites.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein formation of the metal skeleton can be done without the need of skilled or semi-skilled labour.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein formation of the metal skeleton can be carried out without the need for supplemental fastening means such as clips, clamps, wires threaded fasteners, and/or welding.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein the components of the metal skeleton can be readily procured and securely shipped from a single source to a construction site in a standard shipping container.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein assembly of the metal skeleton can be carried out readily and quickly with predictable results in adverse working conditions including the lack of cover from rain, wind and cold, and the lack of clear and even work surfaces and spaces for measuring, cutting and assembly.
According to another object of the present invention, there is provided a skeleton for the reinforcement of a vertically elongated concrete structure, which significantly reduces the likelihood of dimensional errors in the concrete structure formed therearound.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, which metal skeleton significantly reduces the possibility of errors being made and/or shortcuts being taken in its construction.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, which metal skeleton is highly resistant to bending, or other deformation from its initial shape either during, or after, assembly.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, which metal skeleton facilitates the even and consistent distribution of concrete therearound during pouring of the concrete.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein the significant expense and logistics problems in procuring all of the necessary materials and assembly equipment from various sources and shipping same, in a secure and timely manner, to a construction site are obviated.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, which metal skeleton is readily reproducible as full scale test mules for stress and quality control evaluation and testing in controlled environments prior to similar skeletons being rolled out for widespread commercial use.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein the aforesaid problem of vertically aligning a pattern of threaded rods with a corresponding pattern of holes in the base plate, sole plate or sole plate or other mating component of a deck, verandah, floor, roof, pole, pillar, post, lintel, or other structure to be mounted atop the vertically elongated concrete structure is substantially overcome.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein it is unnecessary to use a supplemental bracing structure in forming either the metal skeleton or the vertically elongated concrete structure to ensure that the vertically elongated concrete structure remains vertically oriented thereby to provide for vertical orientation of any structure mounted atop the vertically elongated concrete structure.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, wherein the metal skeleton can be manufactured according to very high pre-engineered standards of strength and durability and that is easily reproducible for pre-testing purposes, and for the purposes of mass-producing similar metal skeletons.
According to another object of the present invention, there is provided a metal skeleton for the reinforcement of a vertically elongated concrete structure, which metal skeleton can be assembled with greater speed and accuracy than prior art reinforcement skeletons suitable for forming such vertically elongated concrete structures.
There is thus disclosed according to one embodiment of the present invention a novel metal skeleton for the reinforcement of a vertically elongated concrete structure to be formed therearound. The metal skeleton has a vertical axis and comprises a first plurality of leg members each having a top end and a bottom end, an inner side edge and an outer side edge together defining a leg body portion. A first plurality of rib plate engagement slots are formed in at least one of the inner side edge and the outer side edge. Each of the leg members is formed from a substantially flat sheet of metal material. A first plurality of rib plates each define a generally planar central body portion and each have a first plurality of leg-engagement slots projecting into the central body portion. The leg-engagement slots are dimensioned and otherwise adapted to frictionally engage with respective ones of the rib plate engagement slots. The first plurality of leg-engagement slots slidingly interfit within respective ones of the first plurality of rib-engagement slots to securely connect the rib plates to the leg members to form the metal skeleton.
The above and other aspects, objects, advantages, features and characteristics of the present invention, as well as methods of operation and functions of the related elements of the structure, and the combination of parts and economies of manufacture, will become more apparent upon consideration of the following detailed description and the appended claims with reference to the accompanying drawings, the latter of which is briefly described hereinbelow.
The novel features which are believed to be characteristic of the present invention, as to its structure, organization, use and method of operation, together with further objectives and advantages thereof, will be better understood from the following drawings in which several embodiments of the invention will now be illustrated by way of example, only. It is expressly understood, however, that the drawings are for the purpose of illustration and description only, and are not intended as a definition of the limits of the invention. In the accompanying drawings:
Referring to
Reference will now be made to
The vertically elongated concrete structure 110 may be partially, or fully, buried in the ground 106, or may be fully supported atop the ground 106, depending upon the desired application. As shown in
In the first embodiment illustrated, the metal skeleton 100 optionally, but not essentially, provides its own metal concrete pouring forms 108 that may be left attached to the vertically elongated concrete structure 110 after the concrete used to form same has cured. If left attached, these metal pouring forms 108 not only add smooth finished outer side surfaces to the vertically elongated concrete structure 110, but impart additional strength and durability thereto.
The provision and use of metal concrete pouring forms 108 is entirely optional, and it is fully envisioned that a metal skeleton 100 according to the invention may be used to form a vertically elongated concrete structure without the benefit of metal pouring forms, by, for example, placement of same in a hole in the ground 106, with the sidewalls of such hole acting as a pouring form to contain the concrete poured in place around the metal skeleton 100 during the construction of the vertically elongated concrete structure 110. Alternatively, at least some embodiments disclosed herein, including the embodiment illustrated in
As best seen in
In overview, the first illustrated embodiment metal skeleton 100 comprises a first plurality of leg members 120 having a first plurality of rib plate engagement slots 130, a first plurality of rib plates 140 each having a first plurality of leg-engagement slots 150, an optional base pipe 160, four optional “J”-bolts 166, an optional top plate 180, and two optional split-ring clips 190a, 190b.
More particularly, in the first illustrated embodiment of metal skeleton 100, the first plurality of leg members 120 preferably, but not essentially, comprises eight leg members 120. It is contemplated that the first plurality of leg members 120 could readily comprise from three leg members 120 to eight leg members 120, inclusive, or even more than eight leg members, depending upon the intended application. The first plurality of leg members 120 may preferably be disposed in substantially equally radially spaced relation around the vertical axis “V” of the metal skeleton 100.
Each of the leg members 120 defines a longitudinal axis “L” that, in the first illustrated embodiment, is generally vertically disposed and is, therefore, also substantially parallel to the generally centrally disposed vertical axis “V” of the metal skeleton 100. Further, each of the leg members 120 has a top end 120a, a bottom end 120b, an inner side edge 120c and an outer side edge 120d that together define a leg body portion 124.
Each of the first plurality of leg members 120 has a first plurality of rib plate engagement slots 130 formed in at least one of the inner side edge 120c and the outer side edge 120d. In the first illustrated embodiment of metal skeleton 100, there are four parallel rib plate engagement slots 130 spaced vertically evenly one from the next formed as inwardly directed indentations the outer side edge 120d of each of the eight leg members 120, which engagement slots 130 run inwardly from the outer side edge 120d in generally transverse relation to the respective longitudinal axis “L”.
The first plurality of leg members 120 preferably each have opposed flat faces, namely a first face 121 and a second face 122. Further, the first plurality of leg members 120 each preferably have a thickness “TL” defined between the first 121 and second 122 opposed faces, and a width “WL” defined between the inner side edge 120c and the outer side edge 120d thereof. The width “WL” is preferably between twenty to one hundred times greater than the thickness “TL”. The width “WL” and the thickness “TL” of the leg members 120 should be chosen depending on the specific type of metal used to form the leg members 120 and the required load bearing capabilities, among other factors. It should also be understood that the width “WL” and the thickness “TL” of some of the leg members 120 might be different than the width “WL” and the thickness “TL” of others of the leg members 120.
Further, the first plurality of leg members 120 each preferably have a plurality of openings 126, specifically five openings 126 as seen in
As can be readily seen, in the first illustrated embodiment of metal skeleton 100, the first plurality of rib plates 140 specifically comprises four rib plates 140. It is contemplated that the first plurality of rib plates 140 could readily comprise from two to perhaps a dozen or more rib plates 140, inclusive, depending upon the vertical height and rigidity required of the desired metal skeleton 100 in any particular application.
The first plurality of rib plates 140 each have an inner peripheral edge 140a and an outer peripheral edge 140b. The inner peripheral edge 140a and the outer peripheral edge 140b together define a generally planar central body portion 142 of each of the first plurality of rib plates 140. The central body portion 142 of each rib plate 140 is, when the metal skeleton 100 is assembled, oriented substantially transversely to the vertical axis “V” of the metal skeleton 100. Also, the rib plates 140 are each preferably, but not essentially, positioned within the metal skeleton 100 with their respective central body portions 142 substantially equidistant one from the next. Further, when the rib plates 140 are securely connected to the leg members 120, each longitudinal axis “L” is oriented substantially transversely to the central body portions 142 of each of the rib plates 140.
The inner peripheral edge 140a of each rib plate 140 preferably, but not essentially, defines a post-receiving aperture 140c positioned within the central body portion 142 of each rib plate 140. Preferably, but not essentially, the post-receiving apertures 140c in the first plurality of rib plates 140 are each substantially circular in plan outline and are substantially each the same size as the others. Alternatively, it is contemplated that each of the post-receiving apertures could be substantially square in plan outline. Other geometric shapes for the post-receiving apertures are equally possible. Once the metal skeleton 100 is assembled, the post-receiving apertures 140c of the first plurality of rib plates 140 are in substantial central alignment one with the other within the central body portion 142 of each rib plate 140.
Further, the first plurality of rib plates 140 each have a first plurality of leg-engagement slots 150 that project from the inner peripheral edge 140a into the central body portion 142. The leg-engagement slots 150 are dimensioned and otherwise adapted to frictionally engage with respective ones of the rib plate engagement slots 130 formed in the leg members 120. More particularly, the first plurality of leg-engagement slots 150 slidingly interfit within respective ones of the first plurality of rib-engagement slots 130 to securely connect the rib plates 140 to the leg members 120, so as to form the metal skeleton 100.
As perhaps best appreciated from reviewing
In a similar manner to the leg members 120, the first plurality of rib plates 140 each preferably has a plurality of opening spaces 141 formed within the central body portion 142 of each rib plate 140 to facilitate the flow of uncured concrete around the first plurality of rib plates 140. As can readily be seen in
One of the advantages of the present invention is that its components, such as the first plurality of leg members 120, the first plurality of rib plates 140, the top plate 180, and the split-ring clips 190, can all be fabricated from one or more substantially flat sheets of metal material 170, as can best be seen in
The substantially flat sheets of metal material 170 typically may be made from mild steel sheet or plate, stainless steel sheet or plate, aluminum sheet or plate, copper or brass sheet or plate, and would typically have a relatively thin gauge (e.g. about 0.1 mm to 19.0 mm), but can be made from any other suitable metal material appropriate for the intended application. Accordingly, the metal skeleton 100 may be relatively inexpensive to manufacture and requires only simple manually operable tools (e.g., a hammer) to assemble together. Further, it is relatively easy to cut, or otherwise remove, the components of the metal skeleton 100 from the substantially flat formed sheets of metal material 172 and to handle them after such removal.
In the substantially assembled configuration of the metal skeleton 100 shown in
As previously mentioned, the metal skeleton 100 may further optionally comprise a hollow base pipe 160 of complimentary cross-section to the shape of the post-receiving aperture 140c. In the first illustrated embodiment, the base pipe 160 is shown as circular in cross-section. Any other suitable shape of cross-section may be employed. As can readily be seen in
Once the metal skeleton 100 is in the substantially fully assembled configuration illustrated in
The first illustrated embodiment of metal skeleton 100 additionally, but optionally, may comprise two or more split-ring clips, more specifically being an upper split-ring clip 190a and a lower split-ring clip 190b. The upper split-ring clip 190a engages an upper notch 120e formed in the inner side edge 120c of each of the leg members 120. Similarly, the lower split-ring clip 190b engages a lower notch 120f formed in the inner side edge 120c of each of the leg members 120. The upper split-ring clip 190a and the lower split-ring clip 190b engage the leg members 120 by the notches 120e and 120f as aforesaid in an outwardly biasing manner to thereby restrict movement of each of the leg members 120 in an inwardly direction parallel to the plane of the central body portion 142 of the rib plates 140. Such restriction is essentially complete once the base pipe 160 is disposed in said snug-fitting relation within the one or more post-receiving apertures 140c, as described above. Accordingly, the upper split-ring clip 190a and the lower split-ring clip 190b are best installed into the metal skeleton 100 prior to the base pipe 160 being inserted into the post-receiving apertures 140c.
As best seen in
The assembled metal skeleton 100 further optionally, but not essentially, comprises a top plate 180 resting upon the top ends 120a of the first plurality of leg members 120. The top plate 180 has a plurality of bolt-receiving apertures 182 formed therein, specifically four bolt-receiving apertures 182 in the first illustrated embodiment of metal skeleton 100. The number of bolt-receiving apertures 182 should be an equal plurality to the number of “J”-bolts 166 and the number of bolt-receiving apertures 144. Moreover, the bolt-receiving apertures 182 are each positioned and otherwise adapted to receive one of the straight threaded end portions 166e of the optional “J”-bolts 166 in respective throughpassing relation, thereby to provide for securement of the top plate 180 to the metal skeleton 100 by means of lowermost threaded fasteners 167 and co-operating washers 168 engaging the straight threaded end portions 166e of the “J”-bolts 166 extending through the bolt-receiving apertures 182 formed in the top plate 180. The top plate 180 also features a generally centrally disposed post-receiving aperture 184 formed therein for allowing the base pipe 160 to pass therethrough.
Reference will now be made to
Each of the first plurality of rib plates 140 optionally, but not essentially, has one or more horizontally outwardly projecting weight-bearing tabs 148 adapted to retain the metal concrete pouring forms 108 in weight-supported relation on the weight-bearing tabs 148 during the forming of the vertically elongated concrete structure 110.
Each of the outwardly projecting weight-bearing tabs 148 has a narrower width end portion 148e and a shoulder 148t positioned between the narrower width end portion 148e and the remainder 148r of each outwardly projecting weight-bearing tab 148, which shoulder 148t defines at least one stop surface 148s against which the concrete pouring form bears against when in place. The narrower width end portion 148e of each outwardly projecting weight-bearing tab 148 has at least one wedge-receiving aperture 148a therein that receives a respective securing wedge 149 to hold the respective concrete pouring form 108 in place during pouring of uncured concrete within and around the metal skeleton 100 and during the curing of the concrete 104 the metal skeleton 100. Each of the securing wedges 149 may be removed from the at least one wedge-receiving aperture 148a subsequent to the curing of the concrete 104, or may be left in place if the concrete pouring forms 108 are to remain in place after curing.
As previously mentioned, the first illustrated embodiment metal skeleton 100 may optionally, but not essentially, further comprise a plurality of metal concrete pouring forms 108, as are best seen in
It should be understood that the metal concrete pouring forms 108 are preferably made from a metal material such as mild steel, or stainless steel, but alternatively could be made from any other suitable material. The assembled portion of the metal skeleton 100 is shown in
Assembly of the first embodiment of metal skeleton 100 will now be described with reference to
As can perhaps best be appreciated from a review of
As can be seen in
Similarly, as can be seen in
Also, similarly, as can be seen in
Reference will now be made to
As can be seen in
The metal skeleton 100 can be assembled at either a construction site 105 as shown, or remotely from the construction site 105, at an independent assembly site. It is also possible that the metal skeleton 100 can be assembled at a production site remote from the construction site (not specifically shown), such as, for example, the factory where the components of the metal skeleton 100 are originally fabricated. Most commonly, the metal skeleton 100 will be assembled at the construction site 105 in order to minimize transportation costs and transportation effort, and also for the sake of overall efficiency and convenience. In this latter case, the construction site 105 and the assembly site would be one and the same.
In an alternative configuration of a metal skeleton according to the present invention, which configuration is not illustrated, it is contemplated that the first plurality of leg-engagement slots would project into the central body portion of each rib plate from the outer side edge thereof. With this alternative arrangement, each leg member would be rotated through 180 degrees of rotation from the orientation shown in
Reference will now be made to
The second illustrated embodiment of metal skeleton 200 is also for the reinforcement of a vertically elongated concrete structure or base (not specifically shown with this embodiment) to be formed therearound and is similar to the first illustrated embodiment of metal skeleton 200 in all material respects, except that the specific shape of the leg members 220, the rib plates 240, and the optional top plate 280 is different so as to, for example, suit this embodiment for use with commercially available, non-metal casting forms, such as cylindrical Sonotube™ casting forms. More particularly, in this regard, the rib plates 240 and the top plate 280 have a substantially circular peripheral plan outline, as compared to a substantially square plan outline in the first illustrated embodiment.
As best seen in
The first plurality of leg members 220 preferably, but not essentially, comprises eight leg members 220 disposed in substantially equally radially spaced relation around the vertical axis “V” of the metal skeleton 200. Each of the leg members 220 defines a longitudinal axis “L” that, in the second illustrated embodiment, is generally vertically disposed and is therefore substantially parallel to the centrally disposed vertical axis “V” of the metal skeleton 200. Further, each of the leg members 220 has a top end 220a, a bottom end 220b, an inner side edge 220c and an outer side edge 220d that all together define a leg body portion 224.
Further, each of the first plurality of leg members 220 has a first plurality of rib plate engagement slots 230 formed in at least one of the inner side edge 220c and the outer side edge 220d. In the second illustrated embodiment metal skeleton 200, there are, optionally, but not essentially, eleven parallel rib plate engagement slots 230 spaced vertically evenly one from the next formed in the inner side edge 220c of each of the eight leg members 220.
The first plurality of rib plates 240 optionally, but not essentially, comprises four rib plates 240. It is contemplated that the first plurality of rib plates 240 could readily comprise from two to perhaps a dozen or more rib plates 240, inclusive, depending upon the specific application intended. The first plurality of rib plates 240 each have an inner peripheral edge 240a and an outer peripheral edge 240b that together define a generally planar central body portion 242 that has eight similar angular segments. The inner peripheral edge 240a of each rib plate 240 defines a post-receiving aperture 240c positioned within the central body portion 242 of each the rib plate 240 for insertion of an optional mounting post in the same general manner previously described in relation to the first illustrated embodiment.
Further, the first plurality of rib plates 240 each have a first plurality of leg-engagement slots 250 that project from the inner peripheral edge 240a into the central body portion 242. The leg-engagement slots 250 are dimensioned and otherwise adapted to frictionally engage with respective ones of the rib plate engagement slots 230 in the leg members 220. More particularly, the first plurality of leg-engagement slots 250 slidingly interfit within respective ones of the first plurality of rib-engagement slots 230 to securely connect the rib plates 240 to the leg members 220, to form the metal skeleton 200.
The first plurality of rib plates 240 also each have a plurality of openings 241 formed in the central body portion 242 of each rib plate 240 to facilitate the flow of concrete 204 around the first plurality of rib plates 240, as discussed above with reference to the first illustrated embodiment.
In the second illustrated embodiment of metal skeleton 200, the central vertical post is not shown, but any suitable post such as the base pipe 160 as shown in the first illustrated embodiment, could be used with the second embodiment in the same general manner described above in relation to the first illustrated embodiment.
Each of the rib plates 240 also optionally, but not essentially, has a plurality of eight vertically aligned bolt-receiving apertures 244 formed therein arranged in a symmetrical octagonal pattern. In the same manner as the first illustrated embodiment, an equal plurality of eight “J”-bolts 266 may be respectively installed within the vertically aligned bolt-receiving apertures 244, with their straight threaded ends 266e extending vertically upwardly through the top plate 280 to facilitate removable mounting of a structure (not shown) atop the top plate 280.
The outer peripheral edge 240b of each of the first plurality of rib plates 240 further optionally, but not essentially, defines a plurality of horizontally outwardly projecting bumper members 258 for spacing the metal skeleton 200 relative to a concrete pouring form that is not otherwise attached to the metal skeleton 200. In this manner, the bumper members 258 collectively define an outer cylindrical boundary of the metal skeleton 200 that may be used to snugly engage a cylindrically shaped non-metal casting form, such as a Sonotube™ casting form, that may be positioned around the metal skeleton 200 during the pouring of uncured concrete to form a vertically elongated concrete structure around the metal skeleton 200.
In an alternative optional configuration of a rib plate 240′, as illustrated in
Other variations are within the spirit of the present invention. Thus, while the invention is susceptible to various modifications and alternative constructions without departing from the spirit of the inventions disclosed and claimed, only a limited number of embodiments thereof have been illustrated in the drawings and have been described above in detail. It should be understood, however, that there is no intention to limit the invention to the specific form or forms disclosed, but on the contrary, the intention is to cover all modifications, alternative constructions, and equivalents falling within the spirit and scope of the invention, as defined in the appended claims.
The use of the terms “a” and “an” and “the” and similar referents in the context of describing the invention (especially in the context of the following claims) are to be construed to cover both the singular and the plural, unless otherwise indicated herein or clearly contradicted by context. The terms “comprising,” “having,” “including,” and “containing” are to be construed as open-ended terms (i.e., meaning “including, but not limited to,”) unless otherwise noted. The term “connected” is to be construed as partly or wholly contained within, attached to, or joined together, even if there is something intervening. Recitation of ranges of values herein are merely intended to serve as a shorthand method of referring individually to each separate value falling within the range, unless otherwise indicated herein, and each separate value is incorporated into the specification as if it were individually recited herein. The use of any and all examples, or exemplary language (e.g., “such as”, “for example”, or “preferably”) provided herein, is intended merely to better illuminate embodiments of the invention and does not pose a limitation on the scope of the invention unless such limitation is otherwise expressly claimed. No language in the specification should be construed as indicating any non-claimed element as essential to the practice of the invention.
Various embodiments of this invention are described hereinabove. Routine variations of these embodiments may become apparent to those of ordinary skill in the art upon reading the foregoing description. The inventors expect skilled artisans to employ such variations as appropriate, and the inventors intend for the invention to be practiced otherwise than as specifically described herein. Accordingly, this invention includes all modifications and equivalents of the subject matter recited in the claims appended hereto as permitted by applicable law. Moreover, any combination of the above-described elements in all possible variations thereof is encompassed by the invention unless otherwise indicated herein or otherwise clearly contradicted by context.
| Number | Name | Date | Kind |
|---|---|---|---|
| 1879207 | Gupwell | Sep 1932 | A |
| 3333386 | Mora | Aug 1967 | A |
| 8484915 | Abbas | Jul 2013 | B1 |
| 20070278380 | Marker | Dec 2007 | A1 |
| 20080222976 | Liskey | Sep 2008 | A1 |
| 20090282753 | Kuan | Nov 2009 | A1 |
| Number | Date | Country |
|---|---|---|
| 343803 | Feb 1931 | GB |
| WO-2009024623 | Feb 2009 | WO |
| Number | Date | Country | |
|---|---|---|---|
| 62583629 | Nov 2017 | US | |
| 62642187 | Mar 2018 | US |
