Patent Application
20170073959
1. Field of Invention
Anchor systems are used to attach objects to structures or concrete.
2. Description of Related Art
There are two broad types of anchor systems for solid substrate construction materials: post-installed anchors and cast-in-place anchors (CIP). Post-installed anchors include Mechanical Expansion Anchors (MEA) and bonded anchors. MEA's are inserted in pre-drilled holes and are placed using a three-step process: (a) hammering the anchor into an opening in the substrate, (b) tightening a nut to engage an expansion mechanism, and (c) expanding the anchor into substrate. This process requires laborers to switch between tools when attempting to place an anchor, which is time inefficient and potentially hazardous under certain circumstances, for example, a worker may drop tools while switching. In addition a hammer is often used, which is potentially hazardous.
The anchoring system streamlines the aforementioned process, such that only a power drill is required. The system is comprised of: a knurled drop-in anchor with prongs at one end, a machined threaded rod pin, a rod coupler with a stopper, a spline socket and a drill depth-measuring guide. Once the hole is drilled to its designated depth using a drill depth-measuring guide, the anchor is inserted. The threaded rod pin is then inserted into the aperture of the anchor and rotated inwardly. The coupler is then threaded onto the exposed end of the threaded rod pin. The spline socket then engages the coupler and is used to rotate the coupler-rod pin assembly into the drop-in anchor. As the threads of the rod pin engage with the threads of the anchor, the rod pin will continue into the anchor until it forces expansion of the distal end of the anchor to ensure that the anchor is secured into the substrate material. Finally, when the coupler-rod pin is released from the drill, the threaded portion of the rod remains exposed allowing for utilization of the anchor system. The anchor provides for options such has securing, hanging, stopping, supporting, and mounting items to the substrate.
In one embodiment of the invention, the drill depth-measuring guide with a pre-set depth is determined by the sleeve is used to create a hole of a desired depth and diameter. The anchor is then placed into the hole and the threaded rod pin is inserted into the exposed partially-threaded aperture of the anchor. A coupler is then threaded onto the exposed threaded rod pin. By rotating the coupler onto the threaded rod pin, the threaded rod pin will proceed into the anchor such that the threaded rod pin will apply a force to the interior sloped interior surface of the prongs. The force exerted by the threaded rod pin on the prongs will cause them to transfer that force through expansion onto the interior walls of the hole thereby locking the anchor into the hole.
In another embodiment the adjustable drill depth measuring guide is used to create a hole. The adjustable drill depth guide is first configured to the desired drill depth by inserting a drill bit through the interior aperture of the threaded holder and tightening the setscrew at the head of the threaded holder onto the shank of the drill bit. Then a locking nut is threaded onto the threaded holder followed by the collar. The collar is threaded onto the holder until the desired amount of drill bit tip is exposed. The locking nut is tightened against the collar, thus locking the collar in place. The hole is then drilled. The anchor is then placed into the hole and the threaded rod pin is inserted into the exposed partially-threaded aperture of the anchor. A coupler is then threaded onto the exposed threaded rod pin. By rotating the coupler onto the threaded rod pin, the threaded rod pin will proceed into the anchor such that the threaded rod pin will apply a force to the interior sloped interior surface of the prongs. The force exerted by the threaded rod pin on the prongs will cause them to transfer that force through expansion onto the interior walls of the hole thereby locking the anchor into the hole.
The present invention provides a cost-effective and efficient anchoring system and eliminates the need to have multiple tools such as a hammer, socket sets, and wrenches for the application of existing drop-in anchor systems presented in the prior art.
The foregoing, and other features and advantages of the invention, will be apparent from the following, more particular description of the preferred embodiments of the invention, the accompanying drawings, and the claims.
For a more complete understanding of the present invention, the objects and advantages thereof, reference is now made to the ensuing descriptions taken in connection with the accompanying drawings briefly described as follows.
Preferred embodiments of the present invention and their advantages may be understood by referring to FIGS. (1-6) wherein like reference numerals refer to like elements.
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In one embodiment of the present invention, the coupler 30 is permanently attached to the threaded rod pin 20 whereby the coupler 30—threaded rod pin 20 is used to engage the anchor 2 and then be removed from the anchor such that the coupler 30—threaded rod pin 20 can be used to engage multiple different anchors.
In use, the drill depth measuring guide 45 is used in conjunction with a drilling tool to create a hole is a solid substrate to a desired depth and diameter. In one embodiment, the dimensions of the anchor are known and a user would select the drill depth guide with sleeve 50 that is permanently fixed at a set depth on a drill bit. A hole is then created in the substrate and an anchor 2 is placed therein with the prongs 5 being inserted into the hole. The threaded rod pin 20 is then inserted into the second end 4 of the anchor 2 such that the threaded end 22 contacts the interior partially threaded aperture of the anchor 2. The coupler 30 is then threaded onto the exposed second end 4 and rotated such that the coupler 30 matingly engages the threaded rod pin 20. The first end 21 of the threaded rod pin 20 will proceed to the first end 3 of the anchor 2 where it exert a force onto the sloped interior surface of the prongs thereby resulting in the transfer of force and outward expansion of the prongs 5 onto the adjacent walls of the hole. Such outward expansion will result in a frictional interaction between the knurled or textured exterior surface of the prongs with the walls of the hole. This interaction ultimately sets the anchoring apparatus 1 in a desired and static location.
In another embodiment, the adjustable drill depth apparatus is used to create a hole in the substrate by first sliding a drill bit through the threaded holder 65 and tightening the setscrew onto the drill bit. Then, threading the locking nut 70 onto the externally-threaded cylinder 61. The collar 60 is then threaded onto the externally-threaded cylinder 61 of the threaded holder 65 until the desired drill depth was exposed. Finally, the locking nut 70 is tightened against the collar such that it locks the collar in place. The anchor 2 is then oriented such that the first end 3 leads as the entire anchor 2 is placed therein. Next, the threaded rod pin 20 is placed into the second end 4 of the anchor 2. The coupler 30 is then rotated onto the second end 22 of the threaded rod pin 20 such that the threaded aperture of the coupler 30 matingly engages the threaded rod pin 20. After the coupler 30 has engaged the threaded rod pin 20, the coupler 30 is continually rotated such that the first end 21 of the threaded rod pin matingly engages the second end 4 of the anchor 2. The first end 21 of the threaded rod pin 20 will proceed to the first end 3 of the anchor 2 where it exert a force onto the sloped interior surface of the prongs 5 thereby resulting in the transfer of force and outward expansion of the prongs 5 onto the adjacent walls of the hole. Such outward expansion will result in a frictional interaction between the knurled or textured exterior surface of the prongs with the walls of the hole. This interaction ultimately sets the anchoring apparatus 1 in a desired and static location.
In another embodiment, the spline socket 75 is used to rotate the coupler 30. The tail end 80 of the spline socket is inserted into a drill. The head 85 of the spline socket is then positioned to address the coupler 30. The couple 30 enters the head 85 of the spline socket 75. The spline socket 75 is then rotated such that the interior surfaces 90 engage the coupler 30 and transfer the rotational forces from the drill through the spline socket 75 to the coupler 30. The spline socket 75 continuously rotates the coupler 30 and threaded rod pin 20 into the anchor 2 until the prongs 5 are sufficiently engaged with the hole.
The invention has been described herein using specific embodiments for the purposes of illustration only. It will be readily apparent to one of ordinary skill in the art, however, that the principles of the invention can be embodied in other ways. Therefore, the invention should not be regarded as being limited in scope to the specific embodiments disclosed herein, but instead as being fully commensurate in scope with the following claims.
