IP Library Granted Patent US 10,280,621
Granted Patent B2
US 10,280,621 · App. 15/932,423 · Granted May 7, 2019

Method of tying a rebar tie

Inventors: Clyde Stephan Munsell (Chula Vista, CA); James Dalgleish Reid (San Diego, CA)
Assignee: A NEW TWIST LLC
E04C5/166E04C5/163
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Quick Facts
Patent No.
US 10,280,621
App. No.
15/932,423
Granted
May 7, 2019
Kind
B2
Abstract

A method for securing rebar prior to concrete pour consists of tying, by hand in a series of unique steps, a piece of wire with 2-inch loops on either end around the rebar at joints where the rebar sections come together. The present method is used in place of a mechanical system as required in the prior art and requires no tools or other devices. Execution of the present method is up to 7 times faster and results in a stronger tie than other tying methods. The present method provides substantial savings in manpower and time on any application requiring reinforced concrete.

Claims (49)

1. A method of tying a rebar tie comprising the steps of:

a. wrapping a middle section of the tie around a rebar intersection; and

b. twisting the middle section upon itself to secure the tie in place around the rebar intersection,

wherein the tie includes a first loop and a second loop, wherein the middle section separates the first loop from the second loop, wherein the first loop, the second loop, and the middle section are collectively constructed from a single, continuous piece of metal wire, wherein the first loop and the second loop each have a diameter of two inches and are configured to receive a user's finger therethrough, such that the user may wrap the middle section around the rebar intersection using the first loop and the second loop as finger holds for leverage while tying the tie.

2. The method of claim 1 , wherein the steps of wrapping the middle section of the tie around the rebar intersection and twisting the middle section upon itself to secure the tie in place around the rebar intersection comprise the steps of:

a. laying the tie across a first side of the rebar intersection, wherein the first loop is positioned adjacent to a first quadrant of the rebar intersection and the second loop is positioned adjacent to a second quadrant of the rebar intersection, wherein the first quadrant and the second quadrant are diagonally opposed to one another;

b. passing the first loop and the second loop through the first quadrant and the second quadrant, respectively, to a second side of the rebar intersection;

c. twisting the tie 270 degrees on the second side;

d. passing the first loop and the second loop through a third quadrant and a fourth quadrant, respectively, to the first side;

e. twisting the tie 360 degrees on the first side; and

f. tucking the first loop and the second loop adjacent to the rebar intersection.

3. The method of claim 2 , wherein the steps of twisting the tie comprise twisting the tie counter-clockwise.

4. The method of claim 3 , wherein the step of twisting the tie 270 degrees comprises the steps of:

i. gripping the first loop and the second loop;

ii. twisting the tie 180 degrees;

iii. releasing the first loop and the second loop;

iv. re-gripping the first loop and the second loop; and

v. twisting the tie an additional 90 degrees.

5. The method of claim 4 , wherein the step of twisting the tie 360 degrees comprises the steps of:

i. gripping the first loop and the second loop;

ii. twisting the tie 180 degrees;

iii. releasing the first loop and the second loop;

iv. re-gripping the first loop and the second loop; and

v. twisting the tie an additional 180 degrees.

6. The method of claim 3 , wherein the step of twisting the tie 360 degrees comprises the steps of:

i. gripping the first loop and the second loop;

ii. twisting the tie 180 degrees;

iii. releasing the first loop and the second loop;

iv. re-gripping the first loop and the second loop; and

v. twisting the tie an additional 180 degrees.

7. The method of claim 2 , wherein the first side is a top side of the rebar intersection, and wherein the second side is a bottom side of the rebar intersection.

8. The method of claim 2 , wherein the step of twisting the tie 270 degrees comprises the steps of:

i. gripping the first loop and the second loop;

ii. twisting the tie 180 degrees;

iii. releasing the first loop and the second loop;

iv. re-gripping the first loop and the second loop; and

v. twisting the tie an additional 90 degrees.

9. The method of claim 8 , wherein the step of twisting the tie 360 degrees comprises the steps of:

i. gripping the first loop and the second loop;

ii. twisting the tie 180 degrees;

iii. releasing the first loop and the second loop;

iv. re-gripping the first loop and the second loop; and

v. twisting the tie an additional 180 degrees.

10. The method of claim 2 , wherein the step of twisting the tie 360 degrees comprises the steps of:

i. gripping the first loop and the second loop;

ii. twisting the tie 180 degrees;

iii. releasing the first loop and the second loop;

iv. re-gripping the first loop and the second loop; and

v. twisting the tie an additional 180 degrees.

Assignments (2)
CORRECTIVE ASSIGNMENT TO CORRECT THE OMISSION OF FORMAL DESIGNATION OF ASSIGNEE PREVIOUSLY RECORDED ON REEL 047579 FRAME 0780. ASSIGNOR(S) HEREBY CONFIRMS THE ASSIGNMENT. Recorded Feb 14, 2019
From: MUNSELL, CLYDE STEPHAN; REID, JAMES DALGLEISH
To: A NEW TWIST LLC
Reel/Frame 048350/0567 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Nov 26, 2018
From: MUNSELL, CLYDE STEPHAN; REID, JAMES DALGLEISH
To: A NEW TWIST LLC
Reel/Frame 047579/0780 →
Continuity (2)
Continuation In Part 14681897 · Apr 8, 2015
Related Publication 20180266110A1 · Sep 20, 2018