Method and apparatus for installing a multi-strand anchorage system

• US 5,720,139 A
• Filed: 02/26/1996
• Issued: 02/24/1998
• Est. Priority Date: 02/26/1996
• Status: Expired due to Term

• Current Assignee: Felix L. Sorkin
• Original Assignee: Felix L. Sorkin
• Inventors: Sorkin, Felix L.
• Primary Examiner(s): Friedman, Carl D.
• Assistant Examiner(s): STEPHAN, BETH A
• Application Number:
  US08/606,559
• Time in Patent Office: 729 Days
• Field of Search: 52/223.13, 52/292
• US Class Current: 52/223.13
• CPC Class Codes: E04C 5/122 the tensile members are anchored by wedge-action

Abstract

An anchoring apparatus for a multi-strand anchorage system including an anchor plate having a front side and a back side, a plurality of tendon-receiving passageways formed in the anchor plate, and a hole formed in the anchor plate and extending so as to open on a front side and a back side of the anchor plate. Each of the tendon-receiving passageways opens on the front side and opens on the back side of the anchor plate. Each of the tendon-receiving passageways tapers so as to have a narrow diameter adjacent the back side of the anchor plate and a wide diameter adjacent the front side of the anchor plate. The hole is an unmachined cast hole.

Claims

1. A method of grouting a multi-strand post-tensioning system comprising the steps of:

forming an anchor plate having a plurality of tendon-receiving passageways extending from a front side to a back side of said anchor plate and a grout-passing hole extending through said anchor plate from said front side to said back side;

extending tendons through said plurality of tendon-receiving passageways;

attaching a tendon-containing duct to said back side of said anchor plate;

stressing said tendons on said front side of said anchor plate;

affixing a grouting cap onto said front side of said anchor plate so as to cover said tendons on said front side of said anchor plate, said cap having a tubular portion extending into said grout-passing hole; and

passing grout through said tubular portion of said cap and into said hole of said anchor plate.

2. The method of claim 1, said step of forming comprising the step of:

casting said anchor plate so as to form said tendon-receiving passageways and said grout-passing hole, each of said tendon-receiving passageways tapering so as to have a wide diameter at said front side and a narrow diameter at said back side.

3. The method of claim 1, said step of forming further comprising the step of:

casting said anchor plate so as to form said hole therein in axially transverse relationship to said front side of said anchor plate.

4. The method of claim 3, said step of forming further comprising the step of:

casting said anchor plate such that said hole is positioned between adjacent tendon-receiving passageways.

5. The method of claim 1, said step of injecting comprising the step of:

injecting grout through said hole so as to generally fill an interior area of said duct.

6. The method of claim 1, said grout-receiving hole being an unmachined cast hole.

7. The method of claim 1, further comprising the steps of:

placing wedges into said tendon-receiving passageways on an exterior surface of each of said tendons within each of said passageways following said step of stressing;

releasing said tendons from the stressed conditions such that said wedges retain said tendons in said passageways; and

cutting an excess portion of each of said tendons extending outwardly of said front side of said anchor plate.