Abstract:
A lift bracket system for lifting a building structure such as a foundation and the like comprising a lift plate having a top surface and a bottom surface, the top surface for insertion under the building structure; a generally cylindrical housing affixed to the lift plate and extending perpendicularly from the top surface and the bottom surface of the lift plate, the housing defining a generally circular opening through the lift plate, the opening being disposed away from the center of the lift plate; and at least one gusset for supporting the lift plate, the gusset having a first end and a second end, the gusset disposed beneath the lift plate, wherein the first end of the gusset is attached to the bottom surface of the lift plate and the second end of the gusset is attached to the housing.

Description:
CROSS-REFERENCE TO RELATED APPLICATIONS 
   None. 
   BACKGROUND OF THE INVENTION 
   1. Field of the Invention 
   The present invention relates generally to tools, equipment, and fixtures used in the building and construction trades, and more specifically to a system for lifting and/or stabilizing foundations and the like. 
   2. Related Art 
   As buildings age and settle there is sometimes a need for lifting or jacking the building foundation to make all parts of the building approximately level, which in turn repairs and prevents further damage to the building structure. There are numerous designs known in the art for systems for stabilizing and lifting building structures. These typically begin with a pier or piling driven or screwed into the ground beneath the building foundation, leaving a piling projecting upwards on which a lifting structure is attached. The lifting structure attaches to the piling and also to the building, with the lifting structure pushing against the piling to stabilize or raise the building. 
   Despite the variety of lifting systems currently available, these systems suffer from several drawbacks. The piers and pilings come in a variety of diameters, cross-sectional shapes, and lengths. At the lower end of the pier there is often attached a helical auger which helps to stabilize the pier, the augers vary in their diameter, pitch (i.e. angle of curvature), and number of turns. Thus it is necessary to keep in stock a large number of piers with helical augers attached in order to have at the ready a pier with the correct length shaft which also has the desired auger dimensions and shaft cross-sectional size and shape. 
   Furthermore, in some cases it is necessary to extend the length of a piling, for example when conditions are such that a pier is driven deeper into the ground than had been anticipated or provided for in advance. Thus there is a need for a way to extend the length of a piling while still maintaining adequate lifting strength. 
   Therefore, there is a need in the art to modularize pier and piling systems to reduce the number of parts that must be kept on hand while making assembly of pier systems easier. 
   There is also a need for keeping the lifting assembly closely attached to the building structure without slippage of the lifting assembly relative to the building structure. 
   Finally, there is a need for making the pilings sturdier and more rust-resistant. 
   The invention described below overcomes one or more of the above-described problems. 
   SUMMARY OF THE INVENTION 
   In one aspect the invention is a lift bracket system for lifting a building structure such as a foundation and the like comprising a lift plate having a top surface and a bottom surface, the top surface for insertion under the building structure; a generally cylindrical housing affixed to the lift plate and extending perpendicularly from the top surface and the bottom surface of the lift plate, the housing defining a generally circular opening through the lift plate, the opening being disposed away from the center of the lift plate; and at least one gusset for supporting the lift plate, the gusset having a first end and a second end, the gusset disposed beneath the lift plate, wherein the first end of the gusset is attached to the bottom surface of the lift plate and the second end of the gusset is attached to the housing. 
   In another aspect the invention is a support system for a building structure such as a foundation and the like comprising a pier disposed in the ground below the building structure to be supported, the pier comprising a support pile extending up toward the building structure; at least one extension piece, the extension piece having a first end and a second end, the first end having two pairs of holes therethrough and the second end having fixedly attached thereto a coupling, the coupling having two pairs of holes therethrough and being sized to receive a second pipe with generally mating holes, wherein the coupling is operably connected to the support pile; and a lift bracket operably connected to the extension piece. 
   In yet another aspect the invention is a method of lifting a building structure such as a foundation and the like comprising the steps of providing a pile anchored in the ground; affixing a lift bracket and a cap to the pile using a plurality of support bolts, the support bolts being attached to the cap with a plurality of nuts, wherein the lift bracket has a cylindrical housing; tightening each of the nuts to draw the lift bracket closer to the cap, thereby lifting the building; and attaching a bracket clamp to the lift bracket at a position determined by a preformed pair of holes in the lift bracket. 
   In still another aspect the invention is a modular foundation pier comprising a piling having a first cross-sectional size and a first cross-sectional shape; a sleeve having a second cross-sectional shape approximately the same as the first cross-sectional shape, the sleeve having a second cross-sectional size sufficiently larger than the first cross-sectional size so as to permit relative sliding of the sleeve along the piling; and a helical auger fixedly attached to the sleeve; wherein the sleeve is slid onto the piling and fixed thereto. 
   In another aspect the invention is an extension piece for a foundation pier comprising a shaft having a first end and a second end; a coupler attached to the first end of the shaft and having at least one pair of holes for receiving a fastener; and the second end of the shaft having at least one pair of holes for receiving a fastener. 
   Further areas of applicability of the present invention will become apparent from the detailed description provided hereinafter. It should be understood that the detailed description and specific examples, while indicating the preferred embodiment of the invention, are intended for purposes of illustration only and are not intended to limit the scope of the invention. 

   
     BRIEF DESCRIPTION OF THE DRAWINGS 
     The present invention will become more fully understood from the detailed description and the accompanying drawings, wherein: 
       FIG. 1A  shows a perspective view of one embodiment of the assembled lifting structure attached to a building structure. 
       FIG. 1B  shows a complete assembly of a pier with modular piling collar, piling, extension piece, and lift bracket according to the present invention, with the bracket clamp positioned above the lift plate. 
       FIG. 2A  shows a side view of an extension piece with its associated connector piece. 
       FIG. 2B  shows a side view of a preferred embodiment of the extension piece attached to a pile by means of two perpendicularly situated fasteners. 
       FIG. 2C  shows a side view of an embodiment of the extension piece with a connector attached at one end. 
       FIG. 2D  shows a side view of an embodiment of the present invention in which a modular piling collar with a helical auger attached thereto is attached to a piling shaft. 
       FIG. 2E  shows a perspective view of a modular piling collar for pilings having a circular cross section. 
       FIG. 2F  shows a perspective view of a modular piling collar for pilings having a square cross section. 
       FIG. 2G  shows a perspective view of a piling with a circular shaft attached to a piling with a square shaft using fasteners inserted into pairs of mating holes. 
       FIG. 3  shows a perspective view of a bracket body. 
       FIG. 4  shows a perspective view of a bracket clamp. 
       FIG. 5A  shows a perspective view of a slider block with its associated bolt support pieces. 
       FIG. 5B  shows a side view of a slider block. 
       FIG. 5C  shows a top view of a slider block. 
       FIG. 6A  shows a perspective view of a jacking block with its associated bolt support pieces. 
       FIG. 6B  shows a side view of a jacking block. 
       FIG. 6C  shows a top view of a jacking block. 
       FIG. 7  shows a perspective view of another embodiment of the assembled lifting structure. 
   

   DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 
   The following description of the preferred embodiment(s) is merely exemplary in nature and is in no way intended to limit the invention, its application, or uses. 
   After determining how the building or other structure needs to be lifted or supported, piles or pipes (hereinafter collectively referred to as a “pile” or “piles”) P attached to foundation piers or the like are set into the ground near the structure using known methods. The piers typically consist of a long shaft driven into the ground, upon which a lifting assembly is assembled. The shaft of the pier may include one or more lateral projections such as a helical auger to provide further support for the pier by providing a larger surface area. In some cases one or more extension pieces may be attached to the pier to extend it to the height of the building or to adapt a pile with a non-circular cross-section to a circular cross-section, as discussed below. The lifting assembly ( FIGS. 1A ,  1 B) is then attached to the top end of pile P. If pile P is not long enough to allow the lifting assembly to interact properly with a foundation or other building structure B, one or more extension pieces ( FIG. 2A ; described below) can be added to pile P to adjust it to the correct length. Alternatively, if pile P is too long to permit proper assembly of the lifting assembly as described herein, then part of pile P can be removed using methods including, but not limited to, conventional cutting techniques. As another alternative, if extension pieces have been employed, as described below, then switching to a different length extension piece can be used as a method to adjust pile P to an advantageous elevation. 
   Support piles can come in various cross-sections including square or circular, and each cross-section can come in different diameters. Where the piling has attached to it a helical auger at its lower end ( FIG. 2D ), a large number of different pilings typically need to be kept in stock in order to have available every possible combination of cross-sectional shape and diameters with a variety of lengths as well as differing diameters of the helical auger portion. To eliminate this costly and burdensome practice, one embodiment of the present invention provides for a modular piling collar  700 , which consists of a sleeve  710  and a helical auger portion  720  that can be slid onto a piling shaft  730  and secured into place, for example with bolts. Helical auger portion  720  is firmly attached to sleeve  710 , preferably by welding. Modular piling collar  700  is made with sleeves of various cross sections and diameters and having helical augers with various diameters, pitches, and numbers of turns of the auger ( FIGS. 2E ,  2 F). In one embodiment sleeve  710  has one or more pairs of holes  740  for attaching modular piling collar  700  onto piling shaft  730 , preferably with bolts. In a preferred embodiment there are two pairs of holes  740  which are aligned to accept orthogonally-disposed fasteners. To make a pier with a particular length one merely slides the appropriate modular piling collar onto a piling shaft of the desired length and affixes the modular piling collar in place. A preferred method for affixing the modular piling collar onto the piling shaft is by drilling mating holes in the piling shaft to match those on the sleeve and using fasteners such as bolts to hold the sleeve onto the piling shaft. In one embodiment the end of piling shaft  730  has a beveled tip  750  to better penetrate the ground during installation of the pier ( FIG. 2D ). 
   In the case where a pier with a non-circular piling shaft is employed, this can nonetheless be adapted for use with the lift bracket of the present invention, the lift bracket being described in further detail below. To adapt from a non-circular (e.g. square) to a circular piling shaft, a circular piling PI with an inside diameter at least as large as the largest cross-sectional dimension of the non-circular shaft is slid over the non-circular shaft  730  A ( FIG. 2G ). One or more sets of mating holes are drilled through the circular and non-circular shafts in the region where the shafts overlap and fasteners such as bolts B 10  are inserted through the holes to secure the shafts together. The lift bracket can then be slid onto the circular shaft as described further below. 
   The support pile extension piece  10  ( FIG. 2A ) comprises a variable-length shaft or body portion  20  comprising a length of pipe or other similar material, which in one embodiment is made from a metal such as iron. The extension piece body portion  20  in a preferred embodiment is of the same dimensions as the support pile to which it is attached, which in one embodiment is an outside diameter of 3.5 inches. The cross-sectional shape of extension piece  10  can be circular, square, hexagonal, or any other shape, although in preferred embodiments it is circular or square. The extension piece body portion  20  can be made to different lengths as the application requires. The first end of the extension piece body portion  20  has one or more pairs of holes  30  in it to allow for joining of adjacent pieces. If there is more than one pair of holes, as is the case in the preferred embodiment, the pairs of holes  30  are offset from one another along the long axis of the extension piece body portion  20 . In one embodiment the pairs of holes  30  are two inches apart and the first pair is two inches from the first end. The two members of each pair are on opposite sides of the pile, such that a fastener extending through holes  30  will be generally perpendicular to the long axis of the extension piece and will enter and leave the extension piece body portion  20  approximately normal to the surface. In a preferred embodiment the first end has two pairs of holes  30 , which are preferably rotationally offset from one another by 90° such that fasteners  45  inserted into the holes are perpendicular to one another when extension piece  10  is viewed in cross-section ( FIG. 2B ). 
   The second end of extension piece  10  comprises a coupler or connector piece  40  attached to the second end of the body portion  20  ( FIG. 2A ). Connector piece  40  is preferably externally disposed (although internally-disposed connectors are also encompassed within the invention) with an inside diameter that is large enough to accommodate the outside diameter of the adjacent pile or extension piece to which it is attached. Connector piece  40  in this embodiment is preferably made from a piece of pipe having a larger diameter than the main body of the extension piece and is attached to the extension piece body portion  20  in a fixed manner, such as by welding. Connector piece  40  has one or more holes  30  that mate with those on the adjacent pile or extension piece, such as those described above for the first end of the extension piece. In a preferred embodiment there are two pairs of holes, offset from one another along the long axis of the connector piece and offset by 90° rotationally, as described above ( FIG. 2B ). In one embodiment connector piece  40  is eight inches long and the pairs of holes  30  are two inches apart and one such pair is two inches from the end of connector piece  40  that is distal to body portion  20  itself. Extension piece  10  is joined to an adjacent extension piece or to a pile P by inserting fasteners, such as bolts, through the substantially mating pairs of holes of the adjoining components, as are described above ( FIG. 2B ). Holes  30  at both ends of extension piece  10  are, in a preferred embodiment, 15/16ths inches in diameter. Holes of a similar size and location so as to mate with those on extension piece  10  must be made in pile P, either in advance or at the job site. 
   In one embodiment the extension piece(s) and/or pile are filled with what is preferably a non-metallic substance such as light concrete or chemical grout  50  ( FIG. 2C ). The addition of filler to the extension pieces helps to strengthen the pieces and, by excluding water from the insides, makes them more rust-resistant. The piles and/or extension pieces can be filled ahead of time (leaving space open for the pieces to couple and for the fasteners to enter) or can be filled after assembly at the job site by inserting filler material into the piles or extension pieces, including into access hole  60  ( FIG. 2C ). If the extension pieces have been prefilled except near the pairs of holes where the fasteners go through, then the remaining space can be filled after assembly by inserting additional filler material into access hole  60  ( FIG. 2C ). Access hole  60  is situated on the side of connector piece  40  with a substantially mating access hole  60  being present at the end of extension piece  10 . 
   When support pile P, or a pile plus extension piece(s), has been assembled and adjusted to the correct height relative to the building or other structure, the lifting assembly can be slid onto the pile or extension piece P (for simplicity, hereinafter “pile P” refers to either the pile itself or any extension piece or pieces added onto the pile and to which the lifting assembly is attached, unless stated otherwise). 
   The lifting assembly ( FIG. 1A ) in a preferred embodiment comprises a bracket body  100 , one or more bracket clamps  200  and accompanying fasteners, a slider block  300 , and one or more supporting bolts  400  (comprising allthread rods, for example) and accompanying hardware. In another embodiment ( FIGS. 1B ,  7 ) the lifting assembly includes all of the above components as well as a jacking block  500  and a jack  600 . 
   The bracket body  100  comprises a generally flat lift plate  110 , one or more optional gussets  120 , and a generally cylindrical housing  130  ( FIG. 3 ). The lift plate has a top surface and a bottom surface, where the top surface is inserted under and interacts with the building, foundation or other structure that is to be lifted or supported. Lift plate  110  includes a large hole  140 , preferably off-center, with which cylindrical housing  130  is aligned and to accommodate pile P. The corners  150  of lift plate  110  that are further from large hole  140  are preferably rounded or chamfered, to make it easier to rotate the bracket body into position under the building structure. Cylindrical housing  130  runs generally perpendicular to the surface of lift plate  110  and extends above and below the plane of lift plate  110 . In one embodiment cylindrical housing  130  extends eight inches above and eight inches below the plane of lift plate  110 . Cylindrical housing  130  can be made of either a single cylindrical piece of pipe or other material that extends through the lift plate, or alternatively can be made of two separate pieces that are attached to the top and bottom surfaces of lift plate  110 , respectively, and are aligned with large hole  140 . 
   In a preferred embodiment one or more gussets  120  are attached to the bottom surface of lift plate  110  as well as to the lower portion of cylindrical housing  130 , to increase the holding strength of lift plate  110 . In a preferred embodiment, gussets  120  are attached to cylindrical housing  130  by welding, although other secure means of attachment are encompassed within this invention. 
   In addition to large hole  140  for accommodating pile P, lift plate  110  has one or more small holes  160  sized to accommodate support bolts  400 . Cylindrical housing  130  has one or more pairs of holes  170  to accommodate fasteners (not shown), as described below. The pairs of holes  170  in cylindrical housing  130  are on opposite sides of the housing and are oriented normal to the surface of the housing, such that a fastener extending through the holes is perpendicular to the long axis of cylindrical housing  130  and extends towards building structure B when lift plate  110  is inserted under building structure B. 
   Bracket clamps  200  ( FIG. 4 ), in one embodiment, comprise a generally Ω-shaped piece having a center hole  210  at the apex of the “Ω” to accommodate a fastener (not shown). The ends of the Ω-shaped bracket clamp have ears or lugs  220  preferably extending laterally, which themselves have holes  230  to accommodate fasteners (not shown). The fasteners extending through holes  230  in lugs  220  are attached to the building structure, while the fastener extending through center hole  210  at the apex of the “Ω” extends into one of holes  170  in cylindrical housing  130 . In one embodiment the fastener extending through center hole  210  in bracket clamp  200  and into cylindrical housing  130  further extends through pile P and into hole  170  on the opposite side of cylindrical housing  130 , and in one embodiment this fastener then anchors into the building structure. In embodiments where the fastener extends into pile P (with or without a bracket clamp), a hole or holes are made in pile P to accommodate the fastener, using known methods. In such cases, however, the fastener is not inserted through pile P until jacking or lifting has been completed, since bracket body  100  must be able to move relative to pile P in order to effect lifting of the building structure. 
   The lift assembly may have one or more of the above-described bracket clamps  200 . Bracket clamps  200  are attached above ( FIG. 1B ) and/or below ( FIGS. 1A ,  7 ) lift plate  110 , depending on the structure to be lifted. Bracket clamps  200  are attached to cylindrical housing  130  at predetermined, nonadjustable points, where pairs of holes  170  have previously been made in cylindrical housing  130 . 
   Bracket body  100  is placed onto pile P with the larger portion of lift plate  110  facing away from the building structure. When bracket body  100  is at the desired elevation relative to the building structure, bracket body  100  is rotated until lift plate  110  is securely under the building structure. At this point one or more bracket clamps  200 , as described above, can be attached to bracket body  100  at the predetermined locations which are dictated by the locations of pairs of holes  170  in cylindrical housing  130 . Also at this time bracket clamps  200  are secured into building structure B, since it is desired that during the lifting process bracket body  100  should remain fixed relative to the building structure ( FIGS. 1A ,  1 B). 
   After adjusting the position of bracket body  100 , slider block (or “t-cap”, or “cap”)  300  is placed on top of bracket body  100  ( FIGS. 1A ,  1 B). Slider block  300  comprises one or more flat base plates  310 , one or more side plates  320 , one or more center plates  330 , a support pipe  340 , and one or more bolt support pieces  350 . In a preferred embodiment slider block  300  comprises one base plate  310 , two side plates  320 , one center plate  330 , one support pipe  340 , and two support pieces  350  ( FIGS. 5A-5C ). Support pieces  350  are preferably square or rectangular and are large enough to overlap with both side plates  320 , when side plates  320  are configured as described below, and having a hole  360  sized to accommodate a support bolt  400 . Base plate  310  is preferably flat and rectangular and has one or more (preferably two) holes  370  for accommodating the support bolts ( FIG. 5C ). Support pipe  340  is attached approximately in the center of the bottom surface of base plate  310 . Side plates  320 , which are preferably flat and rectangular, are oriented on their narrower edges with their long axes parallel to the long axis of base plate  310 . Center plate  330 , which is preferably the shape of a squat rectangular block, is disposed between side plates  320  and is in substantial contact with side plates  320  and base plate  310 , such that center plate  330  holds side plates  320  stably on their narrower edges. The long axis of center plate  330  is shorter than that of base plate  310 , so that center plate  330  does not obstruct any of holes  370  in base plate  310 . Holes  370  in base plate  310  are spaced to match the center-to-center distance(s) of holes  160  in bracket body  100 . All of the components of slider block  300  are preferably metal and, except for support pieces  350 , are rigidly attached to one another, for example by welding. Support pipe  340  extending from the bottom surface of base plate  310  of slider block  300  is sized to mate with the inside of cylindrical housing  130  of bracket body  100  and has generally the same outside diameter as that of pile P. 
   The length of pile P must be adjusted, as previously mentioned, so that the top end of pile P terminates within cylindrical housing  130 . When slider block  300  is placed on top of bracket body  100 , the end of support pipe  340  of slider block  300  should touch the top end of pile P. It is preferred that the respective ends of support pipe  340  and pile P meet squarely and with as much surface contact as possible, since it is the pushing of support pipe  340  against pile P that leads to lifting of the building structure. It is preferred that the distance between the bottom surface of base plate  310  of slider block  300  and the top of cylindrical housing  130  of bracket body  100  be greater than or equal to the total anticipated lifting distance required. When the bottom of base plate  310  of slider block  300  makes contact with the top of cylindrical housing  130  of bracket body  100  then no more lifting can occur since slider block  300  can no longer move relative to bracket body  100 . 
   After slider block  300  and bracket body  100  are in place, support bolts  400  are assembled ( FIGS. 1A ,  1 B). At their top ends the support bolts extend through the holes in the slider block and are held in place by a mating nut  410  and an optional washer  420 . Nut  410  and washer  420  are held in place on top of slider block  300  by inserting therebetween on each bolt  400  a support piece  350 . Support piece  350  rests on the top edges of side plates  320  of slider block  300 . Support pieces  350  serve to keep nuts  410  above and out of the channel between side pieces  320  so that nuts  410  are accessible and can be turned more readily. The lower ends of support bolts  400  extend through small holes  160  in lift plate  110  of bracket body  100  and are held in place by mating nuts  410  and optional washers  420  attached on the ends of bolts  400  extending through the bottom surface of lift plate  110 . 
   Although the preferred embodiment described herein uses two supporting bolts  400 , the invention encompasses any number of such bolts. 
   In one embodiment bracket body  100  is raised by tightening nuts  410  attached to the top ends of supporting bolts  400 . In a preferred embodiment nuts  410  are tightened simultaneously, or alternately in succession in small increments with each step, so that the tension on bolts  400  is kept roughly equal throughout the lifting process. Use of this method allows the weight supported by bracket body  100  to be transferred equally between each of bolts  400  to prevent over-stressing one of bolts  400 . Also, maintaining equal tension assures that, in the preferred embodiment with two bolts  400 , bracket body  100  remains substantially level and does not cant or tilt during the lifting process. Such canting or tilting could cause support pipe  340  or pile P inside cylindrical housing  130  to bind, thereby inhibiting the sliding motion relative to cylindrical housing  130  that is required during the lifting process. 
   An alternative embodiment allows a jack to be used to effect lifting of bracket body  100 . In this embodiment longer support bolts  400  are provided and are configured to extend high enough above slider block  300  to accommodate: a jack  600  resting on slider block  300 , a jacking block  500 , plus the combined thickness of a support piece  350  along with a nut  410  and an optional washer  420  ( FIG. 7 ). 
   Jacking block  500  is similar to slider block  300  except that jacking block  500  does not have a support pipe extending from its underside ( FIGS. 6A-6C ). Jacking block  500  has one or more holes  510  similar in size and location to those of slider block  300  and bracket body  100  to accommodate support bolts  400  ( FIG. 6C ). To accommodate jacking block  500  an assembly is constructed as described above with bracket body  100  positioned on pile P, lift plate  110  inserted under the building structure, slider block  300  inserted on top of bracket body  100 , and support bolts  400  attached with a portion extending above slider block  300 . A jack  600  is then placed atop slider block  300  and jacking block  500  is thereafter positioned on top of jack  600 , with support bolts  400  extending through holes  510  of jacking block  500 . Support pieces  520 , nuts  410 , and optional washers  420  are then put onto the ends of bolts  400  and tightened with approximately equal tension placed on each nut  420 . As with the previous lifting embodiment, the distance between the bottom of slider block  300  and the top of cylindrical housing  130  must be at least the same as the distance that it is anticipated the building structure needs to be lifted. 
   When all of the components are in place and sufficiently tightened, jack  600  (of any type, although a hydraulic jack is preferred) is activated so as to lift jacking plate  500 . As jacking plate  500  is lifted, force is transferred from jacking plate  500  to support bolts  400  and in turn to lift plate  110  of bracket body  100 . When the building structure has been lifted to the desired elevation, nuts  410  immediately above slider block  300  (which are raised along with support bolts  400  during jacking) are tightened down, with approximately equal tension placed on each nut  410 . At this point jack  600  can then be lowered while bracket body  100  will be held at the correct elevation by the tightened nuts  410  on slider block  300 . Jacking block  500  can then be removed and reused. The extra support bolt material above nuts  410  at slider block  300  can be removed as well, using conventional cutting techniques. 
   To help solidify the structure one or more bracket clamps  200  can be attached, if this has not already been done, or additional bracket clamps  200  may added. Bracket clamps  200  are aligned with the pairs of holes  170  on the cylindrical housing  130  and are anchored into building structure B using fasteners inserted through the ears or lugs  220 . An additional fastener is then inserted into center hole  210  in the apex of the Ω-shaped portion of bracket clamp  200 . This fastener is optionally driven through pile P or support pipe  340  (depending on where the pairs of holes are situated and depending on how far into the cylindrical housing support pipe  340  runs) and into the opposite side of cylindrical housing  130  and optionally into the building structure. If necessary a hole is made in the portion of pile P or support pipe  340  that is inside cylindrical housing  130  to accommodate the fastener. 
   As various modifications could be made to the exemplary embodiments, as described above with reference to the corresponding illustrations, without departing from the scope of the invention, it is intended that all matter contained in the foregoing description and shown in the accompanying drawings shall be interpreted as illustrative rather than limiting. Thus, the breadth and scope of the present invention should not be limited by any of the above-described exemplary embodiments, but should be defined only in accordance with the following claims appended hereto and their equivalents.