Conical seismic anchor and drill bit for use with unreinforced masonry structures

• US 5,085,026 A
• Filed: 11/20/1990
• Issued: 02/04/1992
• Est. Priority Date: 11/20/1990
• Status: Expired due to Fees

• Current Assignee: Scott A. Mcgill, Sterling A. Mcgill
• Original Assignee: Scott A. Mcgill, Sterling A. Mcgill
• Inventors: McGill, Scott A., McGill, Sterling A.
• Primary Examiner(s): Scherbel, David A.
• Assistant Examiner(s): NGUYEN, KIEN T
• Application Number:
  US07/615,908
• Time in Patent Office: 441 Days
• Field of Search: 52/167 R, 52/167 DF, 52/167 CB, 52/741, 52/742, 52/743, 52/744, 52/698, 52/705, 411/55, 411/82, 411/258, 408/224, 408/225, 405/259, 405/260
• US Class Current: 52/745.21
• CPC Class Codes: B23B 2226/75 Stone, rock or concrete
• CPC Class Codes: B23B 2251/50 Drilling tools comprising cutting inserts
• CPC Class Codes: B23B 2251/606 being a twist drill
• CPC Class Codes: B23B 51/0081 Conical drills
• CPC Class Codes: E04B 1/98 against vibrations or shocks on foundations E02D31/08; against mechanical destruction, e.g. by air-raids against incendiary damage only E04B1/94; finishing work therefor E04F; buildings withstanding earthquake or the like, shelters, arrangements of splintercatching walls E04H9/00
• CPC Class Codes: E04C 5/12 Anchoring devices tools or methods for tensioning in situ E04G21/12
• CPC Class Codes: E21B 10/26 Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers percussion drill bits with leading portion E21B10/40
• CPC Class Codes: E21B 10/44 Bits with helical conveying portion, e.g. screw type bits; Augers with leading portion or with detachable parts E21B10/42 takes precedence
• CPC Class Codes: E21B 10/62 characterised by parts, e.g. cutting elements, which are detachable or adjustable E21B10/64 takes precedence; for roller bits E21B10/20; for augers E21B10/44

Abstract

A process for attaching a seismic anchor to a wall of an unreinforced masonry structure includes the steps of drilling a generally frusto-conical cavity into the wall, and securing a seismic anchor into the cavity having a frusto-conical plug whose dimensions match at least a portion of the wall cavity. A drill bit utilized to form the wall cavity is adapted to be rotatably driven by a drill motor and includes a generally frusto-conical cutting blade support, a shank extending rearwardly from the blade support to be clamped within the chuck of the drill motor, and a drill stop positioned over the shank and secured to the rear end of the blade support. The blade support includes a plurality of radially extending planar exterior surfaces which span the length of the blade support and provide support surfaces for a plurality of cutting blade inserts. A removable pilot drill bit is fixed to a front end of the blade support for cutting a pilot hole into which the blade support is worked. The seismic anchor includes an attachment support rod having a first end and an adjacent portion thereof threaded for receiving a nut. The plug is preferably formed of a concrete material cast in place over the support rod, having sufficient strength that shear and tension forces applied the support rod will cause a failure of the wall relative to the anchor before any failure of the plug relative to the support rod.

Claims

1. A process for attaching a seismic anchor to a wall of an unreinforced masonry structure, the steps comprising:

drilling a generally frusto-conical cavity into the wall;

inserting a seismic anchor into the cavity, the seismic anchor including an attachment support rod having a first end and an adjacent portion thereof threaded for receiving a nut, and a frusto-conical plug having a larger end and a smaller end, placed over, surrounding and fixed to the support rod such that the larger end of the plug is situated next to the threaded end and adjacent portion of the support rod, such that the exterior frusto-conical surface of the plug fully engages the interior frusto-conical surfaces of the wall cavity; and

securing the seismic anchor within the wall cavity.

2. A process as set forth in claim 1, wherein the drilling step includes drilling a generally frusto-conical cavity into a generally vertical wall at a downward angle relative to the horizontal plane such that only one opening through the wall is created and a narrow end of the cavity is completely enclosed by the wall.

3. A process as set forth in claim 2, wherein the longitudinal axis of the cavity is angularly downwardly directed 221/2°

from the horizontal plane.

4. A process as set forth in claim 3, wherein when the seismic anchor is fully inserted into the cavity, the frusto-conical exterior surface of the plug is in contiguous surface contact with the frusto-conical internal surface of the cavity, and the narrow end of the cavity is spaced from the adjacent end of the plug.

5. A process as set forth in claim 2, wherein the step of securing the seismic anchor within the wall cavity includes the step of applying a cementatious bonding agent to the plug prior to inserting the seismic anchor into the cavity.

6. A process as set forth in claim 5, wherein the plug includes longitudinal exterior flute means for providing ports for inspecting the cementatious bonding agent.

7. A process as set forth in claim 2, including the step of providing a seismic anchor wherein the support rod is threaded its entire length and a second end thereof is positioned within the plug and spaced from the smaller end of the plug such that the second end is completely sealed within the plug, the support rod defining the longitudinal axis of the plug, and wherein the support rod first end and adjacent threaded portion extend angularly away from the plug relative to the plug'"'"'s longitudinal axis.

8. A process as set forth in claim 1, wherein the drilling step includes drilling a generally frusto-conical cavity perpendicular to the wall such that a large end of the cavity is generally adjacent to a first wall face, a narrow end of the cavity is generally enclosed by the wall, and a pilot shaft extends from the narrow end of the cavity to a second wall face.

9. A process as set forth in claim 8, wherein when the seismic anchor is fully inserted into the cavity, the frusto-conical exterior surface of the plug is in contiguous surface contact with the frusto-conical internal surface of the cavity, and the narrow end of the cavity is spaced from the adjacent end of the plug.

10. A process as set forth in claim 9, including the step of providing a seismic anchor in which the support rod is threaded its entire length and extends through and defines the longitudinal axis of the plug such that both ends of the rod may receive a nut, wherein after the step of inserting a seismic anchor into cavity, the first end of the support rod extends outwardly from the first wall face and the second end of the support rod extends through the pilot shaft and outwardly away from the second wall face.

11. A process as set forth in claim 9, wherein the step of securing the seismic anchor within the wall cavity includes the step of threading nuts over both ends of the support rod to tighten washer/bracket means against the opposing first and second exterior wall faces.

12. A process for attaching a seismic anchor to a wall of an unreinforced masonry structure, the steps comprising:

drilling a generally frusto-conical cavity into the wall at a downward angle relative to the horizontal plane such that only one opening through the wall is created and a narrow end of the cavity is completely enclosed by the wall; and

inserting a seismic anchor into the cavity, the seismic anchor including an attachment support rod having a first end and an adjacent portion thereof threaded for receiving a nut, and a frusto-conical plug having a larger end and a small end, placed over, surrounding and fixed to the support rod such that the larger end of the plug is situated next to the threaded end and adjacent portion of the support rod, such that the exterior frusto-conical surface of the plug fully engages the interior frusto-conical surfaces of the wall cavity.

13. A process as set forth in claim 12, wherein the longitudinal axis of the cavity is angularly downwardly directed 221/2°

from the horizontal plane.

14. A process as set forth in claim 12, including the step of securing the seismic anchor within the wall cavity by applying a cementitious bonding agent to the plug prior to inserting the seismic anchor into the cavity, the plug including longitudinal exterior flute means for providing ports for inspecting the cementitious bonding agent.

15. A process as set forth in claim 12, including the step of providing a seismic anchor wherein the support rod is threaded its entire length and a second end thereof is positioned within the plug and spaced from the smaller end of the plug such that the second end is completely sealed within the plug, the support rod defining the longitudinal axis of the plug, and wherein the support rod first end and adjacent threaded portion extend angularly away from the plug relative to the plug'"'"'s longitudinal axis.

16. A process as set forth in claim 15, wherein the plug is formed of a concrete material cast in place over the support rod, having sufficient strength that shear and tension forces applied to the support rod will cause a failure of the wall relative to the anchor before any failure of the plug relative to the support rod, and wherein the plug includes a wire reinforcement surrounding the support rod and embedded in the concrete material.

17. A process as set forth in claim 12, wherein the support rod is threaded its entire length and extends through and defines the longitudinal axis of the plug such that both ends of the rod may receive a nut.

18. A process for attaching a seismic anchor to a wall of an unreinforced masonry structure, the steps comprising:

drilling a generally frusto-conical cavity perpendicularly into the wall such that a large end of the cavity is generally adjacent to a first wall face, a narrow end of the cavity is generally enclosed by the wall, and a pilot shaft extends from the narrow end of the cavity to a second wall face;

inserting a seismic anchor into the cavity, the seismic anchor including an attachment support rod having a first end and a second end thereof threaded for receiving a nut, and a frusto-conical plug having a larger end and a smaller end, placed over, surrounding and fixed to the support rod such that the larger end of the plug is situated next to the first end of the support rod, such that when the seismic anchor is fully inserted into the cavity, the frusto-conical exterior surface of the plug is in contiguous surface contact with the frusto-conical internal surface of the cavity, wherein the first end of the support rod extends outwardly from the first wall face and the second end of the support rod extends through the pilot shaft and outwardly away from the second wall face; and

securing the seismic anchor within the wall cavity, including the step of threading nuts over both ends of the support rod to tighten washer/bracket means against the opposing first and second exterior wall faces.

19. A process as set forth in claim 18, wherein the plug is formed of a concrete material cast in place over the support rod, having sufficient strength that shear and tension forces applied to the support rod will cause a failure of the wall relative to the anchor before any failure of the plug relative to the support rod, and wherein the plug includes a wire reinforcement surrounding the support rod and embedded in the concrete material.

20. A process as set forth in claim 18, including the step of securing the seismic anchor within the wall cavity by applying a cementitious bonding agent to the plug prior to inserting the seismic anchor into the cavity, the plug including longitudinal exterior flute means for providing ports for inspecting the cementitious bonding agent.