A portion of the disclosure of this patent document contains material which is subject to copyright protection. The copyright owner has no objection to the facsimile reproduction by anyone of the patent document or the patent disclosure, as it appears in the Patent and Trademark Office patent file or records, but otherwise reserves all copyright rights whatsoever. 37 CFR 1.71(d).
This invention relates generally to anchor bolt apparatuses for anchoring wood frames of homes to their foundation.
Prior art anchor bolt apparatuses are usually formed as J-bolts and formed from steel. However, over time these steel J-bolts do corrode and expand up to five times their original diameter resulting in the breaking out of the exterior side of their respective cement foundations. When J-bolts are corroded or scaled down 20% or more of their original diameter the J-bolt is removed and replaced. To replace a J-bolt, 8″×8″ holes in drywall, called windows, are cut open or the exterior siding of a home is cut out and removed to allow the nut and washer of the J-bolt to be installed. The International Building Code (IBC) requires that an engineer view the J-bolt being tightened to certify the repair work. Thus, a need exists for an improved anchor bolt apparatus to avoid the above-mentioned problems.
In view of the foregoing disadvantages inherent in the known types of anchor bolt apparatuses or the like in the prior art, the present invention provides an improved anchor bolt apparatus. As such, the general purpose of the present invention, which will be described subsequently in greater detail, is to provide an improved anchor bolt apparatus that includes a rotating blade at one end and a removable viewing box on the opposite end resulting and having all the advantages of the prior art and none of the disadvantages.
There has thus been outlined, rather broadly, the more important features of the invention in order that the detailed description thereof that follows may be better understood and in order that the present contribution to the art may be better appreciated. The features of the invention which are believed to be novel are particularly pointed out and distinctly claimed in the concluding portion of the specification. These and other features, aspects, and advantages of the present invention will become better understood with reference to the following drawings and detailed description.
The figures which accompany the written portion of this specification illustrate embodiments and method(s) of use for the present invention, An Improved Anchor Bolt Apparatus, constructed and operative according to the teachings of the present invention.
The various embodiments of the present invention will hereinafter be described in conjunction with the appended drawings.
As discussed above, embodiments of the present invention relate to an improved anchor bolt apparatus 100 for anchoring wood frames of homes to their foundation.
The improved anchor bolt apparatus 100 will allow a J-Bolts to be replaced from the outside of a building at the location of repair without the need for cutting drywall 500 and forming a window box 510, as shown in
Referring now to
The blade 130 is placed within the aperture of the threaded bolt 110 and rotatably held in place by inserting pin 120 through the diameter of the bolt 110 and through the blade 130. Blade 130 is then allowed to freely rotate. The blade 130 allows the improved anchor bolt apparatus 100 to be inserted through an appropriately sized hole within a building structural element 300 when the blade 130 is aligned vertically. Once inserted and pulled downwardly, the blade 130 is forced to tilt/spin off its vertical position via angled edge 134 to form a T-shape, and is then secured to structural member 300 by rotating primary nut 173. Secondary nut 150 is then surrounded by concrete that forms the foundation and thereby anchors the anchor bolt apparatus 100 to the foundation 400 and thereby structural member 300 as well.
Blade 130 may be formed having an elongated flat rectangular shape having a rectangular cross-section, however, other shapes and cross sections may be used. Blade 130 may be also formed having a curved end 132 to aid the insertion of the blade into and through the hole within the building structure. Furthermore, the length of the blade 130 is larger than the diameter of the threaded bolt 110 to ensure its ability to securely contact the top surface of structural member 300.
As shown in
When using the optional viewing box 200, the viewing box is adapted to be removably placed within the foundation of the house 700; then the threaded bolt 110 is adapted to be inserted into the aperture of the structural element 300 of the house and through the aperture of the viewing box, such that the distal end of the threaded bolt is located within the interior volume of the viewing box and the proximal end of the threaded bolt is adapted to be located above the structural element; then the blade 130 is rotated around the pin 120 and into a position adapted to engage a top surface of the structural element; then primary nut 173 is tightened, then the washer 140 and the secondary nut 150 are placed upon the distal end of the threaded bolt and tightened to create tension upon the threaded bolt, such that the house can be safely and securely attached to its foundation. After an inspector certifies the tension upon the threaded bolt, viewing box 200 may be removed and a patch of cement placed within that area to complete the process.
The viewing box 200 may be formed as one piece or multiple pieces releasably connected together. The aperture of the viewing box that is adapted to allow the threaded distal end of the threaded bolt 110 to pass therethrough may be formed as a hole of a slot. A slot makes it easier to remove the viewing box without disturbing the anchor bolt after tightening. Forming the viewing box as two or more pieces releasably connected together also allows the viewing box to be removed without disturbing the anchor bolt after tightening.
In an alternate embodiment, as shown in
The improved anchor bolt apparatus 100 may be made from Stainless steel 304, Medical Use 316, low carbon steel, standard steel, galvanized steel, bronze, and any other type of alloy or blended metals. Other materials for manufacture the improved anchor bolt apparatus may include Glass Fiber Reinforced Polymer (GFRP), and plastics.
The most widely used size of the threaded bolt 110 of the improved anchor bolt apparatus 100 for building construction foundation repairs would be stainless steel ⅝″ in diameter by 8″, 10″, 12″, 14″, 16″, for foundation anchoring applications. All sizes should be considered in Standard American English (SAE), and Metric diameters and lengths.
The embodiments of the invention described herein are exemplary and numerous modifications, variations and rearrangements can be readily envisioned to achieve substantially equivalent results, all of which are intended to be embraced within the spirit and scope of the invention. Further, the purpose of the foregoing abstract is to enable the U.S. Patent and Trademark Office and the public generally, and especially the scientist, engineers and practitioners in the art who are not familiar with patent or legal terms or phraseology, to determine quickly from a cursory inspection the nature and essence of the technical disclosure of the application.
Although specific embodiments have been illustrated and described herein, it will be appreciated by those of ordinary skill in the art that any arrangement, which is calculated to achieve the same purpose, may be substituted for the specific embodiment shown. This application is intended to cover any adaptations or variations of the present invention.
The present application is related to and claims priority from prior provisional application Ser. No. 63/281,688, filed Nov. 21, 2021 which is incorporated herein by reference.
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20230160197 A1 | May 2023 | US |
Number | Date | Country | |
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63281688 | Nov 2021 | US |