IP Library Granted Patent US 9,523,207
Granted Patent B2
US 9,523,207 · App. 14/311,651 · Granted Dec 20, 2016

Method and apparatus for adjustable post-tensioning of concrete

Inventor: Mark E. Weber (Coconut Creek, FL)
E04G23/02E04G23/0203E04G23/0214E04G23/0218E04C5/00
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Quick Facts
Patent No.
US 9,523,207
App. No.
14/311,651
Granted
Dec 20, 2016
Kind
B2
Abstract

A tensioning device and method for post-tensioning a concrete member having at least one crack is provided. The tensioning device may include an elongated body, a stitch catch arm and an anchor. The catch arm may be perpendicularly joined to one end of the elongated body, wherein the catch arm is inserted into a hole in the concrete member. The elongated body may form an anchor recess therein, wherein an anchor interface surface is defined by the anchor recess. The anchor interface may form an anchor aperture for receiving the anchor. The thickness of the anchor interface may uniformly decrease as the anchor interface extends toward the catch arm end of the anchor recess so that when ratcheting the anchor into the concrete member and onto the anchor interface a portion of the applied compressive force and/or torque may be transformed into an axial force along the elongated body so as to provide post-tensioning through the tensioning device and across the at least one crack.

Claims (22)

1. A tensioning device for post-tensioning a concrete member having at least one crack, comprising:

an elongated body having a first surface and a second surface, wherein the first surface and the second surface extend from an anchor end to an opposing catch arm end;

an anchor interface surface provided by the first surface, wherein a distance from the anchor interface surface to the second surface uniformly decreases as the anchor interface surface extends in a direction of the catch arm end;

an anchor aperture formed within the anchor interface surface; and

a stitch catch arm perpendicularly joined to the catch arm end.

2. The tensioning device of claim 1 , wherein the anchor interface surface is disposed near the anchor end.

3. The tensioning device of claim 1 , further including an anchor recess formed within a portion of the first surface, wherein the anchor recess circumscribes the anchor interface surface.

4. The tensioning device of claim 1 , further including a stitch bridge joined between the stitch catch arm and the catch arm end of the elongated body.

5. The tensioning claim of 4 , wherein the stitch catch arm and the stitch bridge is a unitary member.

6. The tensioning claim of 5 , wherein the unitary member is a rebar steel.

7. The tensioning device of claim 1 , further including an anchor having a threaded portion for receiving a nut.

8. The tensioning device of claim 7 , further including an expandable sleeve provided by the anchor.

9. A tensioning device for post-tensioning a concrete member having at least one crack, comprising:

an elongated body having a first surface and an opposing second surface, wherein the first surface second surfaces extend from an anchor end to an opposing catch arm end;

a wedge-shaped anchor interface surface formed by the first surface, wherein a distance from the anchor interface surface to the second surface decreases as the anchor interface surface tapers toward the catch arm end;

an anchor aperture formed within the anchor interface surface; and

a stitch catch arm perpendicularly joined to the catch arm end.

10. The tensioning device of claim 9 , wherein the anchor interface surface is disposed near the anchor end.

11. The tensioning device of claim 9 , further including an anchor recess formed within a portion of the first surface, wherein the anchor recess circumscribes the anchor interface surface.

12. The tensioning device of claim 9 , further including a stitch bridge joined between the stitch catch arm and the catch arm end of the elongated body.

13. The tensioning claim of 12 , wherein the stitch catch arm and the stitch bridge is a unitary member.

14. The tensioning claim of 13 , wherein the unitary member is a rebar steel.

Continuity (2)
Provisional Application 61815147 · Apr 23, 2013
Related Publication 20150300033A1 · Oct 22, 2015