Construction anchoring apparatus

• US 10,472,835 B2
• Filed: 01/21/2019
• Issued: 11/12/2019
• Est. Priority Date: 08/29/2016
• Status: Active Grant

• Current Assignee: Anchor Ring Solutions, LLC
• Original Assignee: Anchor Ring Solutions, LLC
• Inventors: Mayer, III, Charles, Tomack, Michael J, Marra, Jr., John P, Fugallo, III, Joseph
• Primary Examiner(s): Ihezie, Joshua K
• Application Number:
  US16/253,058
• Publication Number:
  US 20190153735A1
• Time in Patent Office: 295 Days
• Field of Search: 521254, 521242, 521255, 52702, 52704, 52707, 52710
• CPC Class Codes: E04B 1/4142 with transverse hook- or loop-receiving parts E04B1/415 takes precedence
• CPC Class Codes: E04B 2001/4192 attached to concrete reinforcing elements, e.g. rods or wires
• CPC Class Codes: E04C 5/162 Connectors or means for connecting parts for reinforcements E04C5/168 takes precedence
• CPC Class Codes: E04G 21/3276 Arrangements on buildings for connecting safety-lines fastening devices for devices for lowering persons from buildings A62B1/04

Abstract

A construction anchor apparatus has utility as a safety grip for engagement by construction personnel, and, in addition, a support apparatus for supporting and/or holding construction equipment including ductwork, electrical cables, plumbing, etc. The anchor apparatus is used in conjunction with rebar applied in concrete support walls, floors, ceilings, or other structural elements at a construction site.

Claims

1. A method, comprising:

positioning an anchor apparatus at a predetermined location to a structural element within a construction site;

securing a main module of the anchor apparatus to the structural element at the predetermined location, the main module defining a longitudinal axis and having a first longitudinal open end and a second longitudinal end, the main module being oriented relative to the structural element such that the first longitudinal end is proximate a structural outer surface of the structural element and faces outwardly relative to the structural outer surface, the first longitudinal end being at least partially open and leading to an internal chamber of the main module;

passing a length of rebar through elongated openings in opposed walls of the main module, the elongated openings extending in a longitudinal direction relative to the longitudinal axis toward the first longitudinal end of the main module; and

accessing, through the first longitudinal end of the main module, the length of rebar;

coupling a support to the length of rebar; and

permitting the length of rebar to longitudinally traverse the elongated openings of the main module relative to the longitudinal axis of the main module.

2. The method according to claim 1 wherein permitting the length of rebar includes permitting reciprocal longitudinal movement of the length of rebar to traverse the elongated openings toward and away from the first and second longitudinal ends of the main module.

3. The method according to claim 2 including utilizing the support to one of facilitate movement of construction personnel about the construction site, to support construction equipment or support a safety net.

4. The method according to claim 2 wherein the main module includes a rebar mount disposed on at least one wall of the opposed walls and wherein passing the rebar includes advancing the rebar through a rebar receiving aperture of the rebar mount.

5. The method according to claim 4 wherein the rebar mount is mounted for reciprocal longitudinal movement relative to the longitudinal axis of the main module and wherein the rebar mount longitudinally moves during longitudinal movement of the length of rebar.

6. The method according to claim 5 including the rebar mount disposed on each wall of the opposed walls of the main module.

7. The method according to claim 6 wherein the rebar mounts are disposed on outer surfaces of each of the opposed walls and wherein the main module includes a module mount disposed on respective outer surfaces of the opposed walls and having apertures in general alignment with respective openings in the opposed walls for reception and passage of the length of rebar, and wherein the rebar mounts are coupled to the module mounts, and whereby during longitudinal movement of the rebar mounts, the rebar mounts move relative to the module mounts.

8. The method according to claim 2 wherein securing the main module includes arranging the second longitudinal end of the main module within the interior of the structure.

9. The method according to claim 1 including mounting an end cap to the first longitudinal end of the main module to enclose the internal chamber defined by the main module.

10. The method according to claim 1 including embedding the main module within the structural element.

11. The method according to claim 10 including depositing cement within the main module whereby the main module becomes at least partially embedded within the structural element of the construction site.

12. The method according to claim 1 wherein the main module includes at least one flange depending outwardly therefrom adjacent the first longitudinal end, and wherein securing the main module includes coupling the flange to the structural element.

13. The method according to claim 1 wherein coupling the support includes attaching a coupling member to the length of rebar, and securing the support to the coupling member.

14. The method according to claim 13 including biasing the coupling member outwardly relative to the main module.

15. The method according to claim 1 including:

positioning a plurality of anchor apparatuses at respective locations of one or more structural elements within the construction site;

securing the main module of each anchor apparatus to the respective structural element at the respective location;

passing rebar through openings in opposed walls of each main module;

coupling supports to the length of rebar extending through each main module; and

permitting the length of rebar to move within the openings of each main module in response to manipulation of the support.

16. A method, comprising:

positioning an anchor apparatus at a predetermined location to a structural element within a construction site;

securing a main module of the anchor apparatus to the structural element at the predetermined location;

passing rebar through openings in opposed walls of the main module;

coupling a support to a length of rebar extending through the main module;

permitting the length of rebar to move within the openings of the main module in response to manipulation of the support;

wherein the main module defines a longitudinal axis and wherein permitting the length of rebar includes permitting reciprocal movement of the length of rebar within the openings along the longitudinal axis;

wherein the main module includes a rebar mount disposed on each wall of the opposed walls in general alignment with respective openings in the opposed walls and wherein passing the rebar includes advancing the rebar through rebar receiving apertures of the rebar mounts;

wherein the rebar mounts are mounted for reciprocal longitudinal movement relative to the longitudinal axis of the main module and wherein the rebar mounts longitudinally move during longitudinal movement of the length of rebar;

wherein the openings in the opposed walls of the main module are elongated along the longitudinal axis whereby during, longitudinal movement of the rebar mounts, the length of rebar traverses the openings in the opposed walls; and

wherein the main module includes a module mount disposed on each wall of the opposed walls and having apertures in general alignment with respective openings in the opposed walls for reception and passage of the length of rebar and wherein the rebar mounts are coupled to the module mounts, and whereby during longitudinal movement of the rebar mounts, the rebar mounts move relative to the module mounts.

17. The method according to claim 16 wherein the module mounts each include opposed rails which define internal grooves, and wherein the rebar mounts are received within the internal grooves of the module mounts, the rebar mounts sliding within the internal grooves during longitudinal movement of the rebar mounts.

18. A method, comprising:

positioning an anchor apparatus at a predetermined location to a structural element within a construction site;

securing a main module of the anchor apparatus to the structural element at the predetermined location, the main module defining a longitudinal axis and first and second walls, the first and second walls each defining an elongated opening extending in at least a longitudinal direction relative to the longitudinal axis;

coupling a rebar mount to each of the first and second walls of the main module, the rebar mounts each including an at least partial opening, and being movable relative to the main module;

passing a length of rebar through the at least partial openings of the rebar mounts and the elongated openings within the first and second walls of the main module; and

permitting the length of rebar to move in at least a first direction relative to the longitudinal axis whereby the rebar mounts move with the length of rebar and relative to the main module.

19. The method according to claim 18 wherein the rebar mount is slidably mounted to the main module, and wherein, during permitting the length of rebar to move, the rebar mount slides relative to the main module.

20. The method according to claim 18 wherein each of the first and second walls of the main module includes a module mount to which the respective rebar mount is movably coupled, and wherein, during permitting the length of rebar to move, the rebar mounts move relative to the module mounts.

21. The method according to claim 20 wherein the rebar mounts are slidably mounted to their respective module mounts.

22. The method according to claim 21 wherein the module mounts are each disposed on an outer surface of respective first and second walls, and wherein during permitting the length or rebar to move, the rebar mounts slide along the respective outer surfaces of the first and second walls.

23. The method according to claim 19 wherein permitting the length of rebar to move includes permitting the length of rebar to move in first and second longitudinal directions relative to the longitudinal axis whereby the rebar mounts move with the length of rebar and relative to the module mount.