System and method for barrier cable embed alignment

• US 8,713,894 B2
• Filed: 05/25/2012
• Issued: 05/06/2014
• Est. Priority Date: 05/25/2011
• Status: Active Grant

• Current Assignee: Kyle Viereck, Russell L. Price
• Original Assignee: Kyle Viereck, Russell L. Price
• Inventors: Viereck, Kyle, Price, Russell L.
• Primary Examiner(s): Glessner, Brian
• Assistant Examiner(s): STEPHAN, BETH A
• Application Number:
  US13/480,707
• Publication Number:
  US 20120297728A1
• Time in Patent Office: 711 Days
• Field of Search: 527/421, 527/421.2, 527/421.3, 527/421.4, 527/421.5, 527/452.1, 521/271, 521/272, 522/94, 522/95, 522/99, 523/93, 523/960.4, 523/960.5, 523/960.7, 523/960.8, 404/6, 404/45, 256/13.1, 256/73, 249 1- 5, 249/13, 249/18, 249/48, 249 50- 51, 249/83, 249/85, 249/96, 425/123, 425/111, 264/35, 264/228, 264/229, 264/261
• US Class Current: 52/745.21
• CPC Class Codes: E04B 1/4121 with internal threads or non-adjustable captive nuts
• CPC Class Codes: E04C 5/12 Anchoring devices tools or methods for tensioning in situ E04G21/12

Abstract

A method and apparatus for barrier cable anchorage in a concrete formwork such that individual anchors are positioned relative to each other and to the formwork. A galvanized plate is provided with series of holes spaced from a reference point at the plate edge, and a registered assembly of individual anchors are provided in the holes. Female threaded plate caps are secured within the holes for frontal engagement, and a PSR stud is secured to each plate cap on the back side. The assembly is frontally set against the formwork with the reference point spaced from an external datum. The formwork is cured and barrier cables are affixed to the plate caps through the plate by threaded engagement with a barrel anchor and wedge. After tensioning, each cable is anchored to the formwork in desired relative proximity to one another and to the external datum.

Claims

1. A method of securing a plurality of individual barrier cable anchors within a concrete structure, comprising the steps of:

providing a plate member having a front surface defining a front side and a back surface defining a back side;

providing a plurality of holes through said plate member extending from said front surface to said back surface, said plurality of holes positioned in a first predetermined relative proximity to one another and in a second predetermined relative proximity to a reference point at an edge of said plate member;

securing a plurality of plate caps to said back surface of said plate member, said plurality of plate caps each comprising a solid member having an internal aperture defined by an internally threaded portion, each of said plurality of plate caps being attached to the back surface of said plate member with said internal aperture aligned with one of said plurality of holes and said internally threaded portion operatively accessible from said front side of said plate member;

securing a punching shear resistor (PSR) stud to each of said plurality of plate caps on said back side of said plate member;

affixing said plate member with secured plate caps and PSR studs within a concrete formwork such that said back surface of said plate member is in direct contact with said concrete formwork with said plate caps and said PSR studs extending into said concrete formwork and said reference point at the edge of said plate member is positioned in a third predetermined relative proximity to an external datum;

pouring concrete into said concrete formwork;

curing said concrete;

removing said concrete formwork;

securing a barrier cable to each of said plurality of plate caps, said step of securing a barrier cable comprising for each of said plurality of plate caps the substeps of,

threading a barrel anchor through one of said plurality of holes in said plate member and into said internally threaded portion of said internal aperture of each of said plurality of plate caps,

inserting a wedge element into each of said plurality of plate caps,

inserting said barrier cable through each said barrel anchor; and

tensioning said barrier cable against said barrel anchor,

whereby each said wedge element is seated in each said barrel anchor thereby securing said barrier cable to the plate cap in which said wedge element is seated;

whereby each said cable is anchored to said concrete structure in said first predetermined relative proximity to one another and in a fourth predetermined relative proximity to said external datum.

2. A method for attaching a plurality of barrier cables to a concrete structure, comprising the steps of:

providing a plate member having a front side, a backside, and a linear array of equally-spaced holes formed there through;

securing a plurality of plate caps to said backside of said plate member, each of said plurality of plate caps comprising a solid member having an internal aperture defined by an internally threaded portion, each of said plurality of plate caps being secured within one hole of said linear array of holes with said internal aperture aligned with said one hole;

securing a plurality of punching shear resistor (PSR) studs one each to one of said plurality of plate caps on said backside of said plate member;

establishing a first reference point on a concrete formwork;

mounting said plate member on said concrete formwork a first predetermined distance from said first reference point, the backside of said plate member facing said concrete formwork;

pouring concrete into said formwork;

curing said concrete;

removing said formwork;

inserting a plurality of barrel anchors onto a plurality of barrier cables, each of said plurality of barrel anchors comprising a solid member having an externally threaded portion;

inserting a plurality of wedge anchors one each onto one of said plurality of barrier cables and seating inside one of said plurality of barrel anchors;

screw threading each of said plurality of barrel anchors into one of said plurality of plate caps to secure said barrier cable to said plate member; and

tensioning each of said plurality of barrier cables.

3. The method for attaching a plurality of barrier cables to a concrete structure according to claim 2, wherein said step of providing a plate member further comprises the substeps of:

establishing a second reference point on said plate member; and

forming the linear array of equally-spaced holes in said plate member at a second predetermined distance from said second reference point.

4. The method for attaching a plurality of barrier cables to a concrete structure according to claim 2, wherein said step of mounting said plate member on said concrete formwork a first predetermined distance from said first reference point comprises mounting said plate member 4-inches apart on center from said first reference point on said concrete formwork.

5. The method for attaching a plurality of barrier cables to a concrete structure according to claim 2, wherein said step of securing a plurality of plate caps to said backside of said plate member comprises securing a plurality of internally-female-threaded plate caps.

6. The method for attaching a plurality of barrier cables to a concrete structure according to claim 2, wherein said step of providing a plate member further comprises the substeps of:

establishing a third reference point at an edge of said plate member; and

providing said linear array of equally-spaced holes at a third predetermined distance from said third reference point.

7. The method for attaching a plurality of barrier cables to a concrete structure according to claim 2, further comprising a step of welding each of said plurality of plate caps to said plate member.

8. The method for attaching a plurality of barrier cables to a concrete structure according to claim 7, further comprising a step of welding each of said plurality of PSR studs to one of said plurality of plate caps.