This invention relates generally to means and methods for lifting and supporting structures, such as a sagging floor or roof, and relates, more particularly, to an improved apparatus, or system, which acts between the structure to be lifted and an underlying support surface for lifting the structure to a desired elevation above the underlying support surface.
It is an object of the present invention to provide a new and improved apparatus which can be used to lift and support structures, such as a floor or roof, to an elevated condition.
Another object of the present invention is to provide such an apparatus which is small enough to be readily hidden from view as it is used to support a structure and can be disassembled into a relatively compact arrangement.
Still another object of the present invention is to provide such an apparatus which is adapted to act between the structure to be raised and an underlying support surface.
Yet another object of the present invention is to provide such an apparatus which is uncomplicated in structure yet effective in operation.
This invention resides in an apparatus which is positionable between a structure to be lifted and an underlying support surface for lifting the structure.
The apparatus includes a base which is adapted to act against the underlying support surface during a lifting operation performed with the apparatus and means associated with the base defining a threaded opening whose longitudinal axis is oriented substantially normal to the underlying support surface. The apparatus further includes a threaded rod which is threadably received by the threaded opening and which has an extending end which extends out of the threaded opening for acting against the structure desired to be lifted with the apparatus so that by positioning the apparatus between the underlying support surface and the structure desired to be lifted so that the base is permitted to act against the underlying support surface and the extending end of the threaded rod is directed toward the structure desired to be lifted and subsequently rotating the threaded rod within the threaded opening so that the threaded rod moves axially therealong, the base and the threaded rod act between the structure to be lifted and the underlying support surface to lift the structure.
Turning now to the drawings in greater detail and considering first
The base 22 includes a plate portion 30 which is adapted to rest upon a support surface, indicated 18 in
The cap 23 includes a relatively thick body 38 which provides a relatively deep, substantially square recess 36 which opens downwardly as viewed in
To assemble the base 22, the square tubing piece 25 and cap 23, the base 22 is arranged, for example, so that the square recess 34 defined by the body thereof opens upwardly (as viewed in
The threaded rod 26 possesses a relatively large diameter and a length which is sufficient to permit the apparatus 20 to lift a structural item through a desired distance. Furthermore, the nut 28 is secured along the length of the rod 26 at a position therealong which, in the example herein, is about one inch from the upper end of the rod 26 as depicted in
The top plate 24 includes a plate portion 42 against which the (upper end of the) apparatus 20 is desired to act and a sleeve portion 44 having a relatively deep circular recess 45 (which opens downwardly as viewed in
With reference to
With the apparatus 20 arranged against between the floor 46 and the underlying support surface 18 as aforedescribed, the nut 28 is thereafter rotated with a wrench (not shown) to rotate the threaded rod 26 relative to and within the cap 23 that the upper end of the threaded rod 26 moves upwardly and forces the top plate 24 against the underside of the floor 46. It follows that as the threaded rod 26 moves upwardly relative to the cap 23, the upper end of the rod 26 bears against the underside of the plate portion 42 of the top plate 24 so that the floor 46 to be raised is lifted by a corresponding amount.
Among the advantages provided by the apparatus 20, it eliminates the need for pony wall supports in modular or site-built construction. Furthermore, it has been found that (depending upon the length of the piece 25 of tubing being used), the apparatus 20 accommodates adjustments in height of the structure to be raised from between six inches and twenty-four feet. In addition, the piece 25 of tubing can be cut to a desired length either at a jobsite or pre-cut at a shop. Still further, the apparatus 20 is ideal for use in basements, is small enough to be hidden in walls whose studs measure two by four inches, and can be disassembled into a relatively compact unit for storage or shipment.
Each piece of the apparatus 20 is comprised of state-of-the-art materials of sufficient strength to support relatively heavy loads (e.g. up to 60,000 pounds) and preferably are of cast steel construction which has been treated, or coated, with a zinc dichromate to resist rust or corrosion—even in salt air environments. The tubing out of which the piece 25 is constructed can be of any of a number of tubing grades (such as IE ⅜ inch or ¼ inch) and possess any of a number of cross-sectional sizes, such as the common sizes of 2.5 inch, 3.0 inch, 4.0 inch, 6.0 inch or 8.0 inch square steel tubing.
To date, the apparatus 20 has been constructed with bottom and plates 22, 24 which nestingly accept 2.5 square tubing, 3 inch square tubing, 4 inch square tubing, 6 inch square tubing or 8 inch square tubing. Furthermore, square tubing pieces available for use as the piece 25 can possess any of a number of wall thicknesses, such as 3/16 inch or ¼ inch. Furthermore, the recesses of the base 22 and the cap 23 can be formed to accommodate either square or round pilings constructed of either wood or concrete, and the relatively narrow profile of the apparatus 20 (when, for example, the apparatus components are sized to accommodate a piece 25 of 2.5 inch square tubing) enables the apparatus 20 to fit within, or inside, walls employing standard 2 inch by 4 inch studs. Once installed, the apparatus 20 provides up to about 4.0 inches of height adjustment.
By way of example, each of the plate portions of the base and top plates 22, 24 measures 3 and ¼ inches in width by six inches in length, but the bottom plate 30 and top plate 24 can possess sizes which are different from one another. Furthermore, each of the bottom and top plates can be provided with preformed openings 62 or 64, respectively (
Further still, the recess-defining body of the base 22 is provided with a pair of horizontal linear grooves 50 on opposite sides of the recess 34 to facilitate the leveling of the plates 22 when embedded (if desired) in concrete, and a pair of notches 52 are provided on opposite sides of the recess 34 to provide a guide which facilitates the plumbing (i.e. the vertical alignment) of the top and bottom plates 24, 22.
In addition, the apparatus 20 can be used in a wide variety of applications involving the need for lifting and supporting a structure above an overlying support. Such applications include, but are not limited to, use as basement supports, use as center-wall supports in modular homes, use in load bearing walls in site-built homes, use as beam supports, use in load bearing units between garage doors, and use in deck supports and as leveling units.
It will be understood that numerous modifications and substitutions can be had to the aforedescribed embodiment without departing from the spirit of the invention. For example, although some of the apparatus components, such as the base 22 or top plate 24, have been shown as including spaced-apart openings for securement of the components to an underlying support or to an item to be lifted, the components can include alternative aids for securing the components to the surfaces or items against which the apparatus is intended to act. For example, an apparatus in accordance with the broader aspects of the invention can include a base whose plate portion defines a centrally-disposed opening for accepting an anchoring fastener for anchoring the base within a concrete slab. Of course, the shape of some such anchoring fasteners requires that they be embedded within such a slab of concrete before the concrete is permitted to cure to a hardened condition.
Further still, although the aforedescribed embodiment 20 has been shown and described as being used by itself for lifting and supporting a structure, the apparatus 20 can be used with lifting apparatus of like construction to support a structure. For example, there is illustrated in
The benefit of Provisional Application Ser. No. 60/934,706, filed Jun. 15, 2007 and entitled APPARATUS FOR LIFTING FLOORS AND OTHER STRUCTURES, is hereby claimed. The disclosure of this referenced provisional patent application is incorporated herein by reference.
Number | Name | Date | Kind |
---|---|---|---|
1514262 | Santmyer | Nov 1924 | A |
1565805 | Jones | Dec 1925 | A |
3329402 | Grumman | Jul 1967 | A |
3399866 | Grumman | Sep 1968 | A |
3493209 | Brammer | Feb 1970 | A |
4141526 | John | Feb 1979 | A |
4404780 | Josephson | Sep 1983 | A |
5165665 | Jolivette, Sr. | Nov 1992 | A |
5297779 | Collins et al. | Mar 1994 | A |
7207548 | Howe | Apr 2007 | B1 |
Number | Date | Country | |
---|---|---|---|
20080308777 A1 | Dec 2008 | US |
Number | Date | Country | |
---|---|---|---|
60934706 | Jun 2007 | US |