Intermediate concrete anchor system with cap

Patent metadata

Field	Value
Publication number	US-11512469-B2
Application number	US-202117144837-A
Country	US
Kind code	B2
Filing date	Jan 8, 2021
Priority date	Mar 18, 2020
Publication date	Nov 29, 2022
Grant date	Nov 29, 2022

Abstract

A method and system for forming a post-tensioned concrete slab using a post-tensioning concrete anchor. The system may comprise a connector anchor including a bore that includes a first frustoconical portion, and the connector anchor may be adapted to bear on the post-tensioning concrete anchor. The system may also comprise a coupler comprising a connector and a coupler body that includes a second frustoconical portion that is oriented oppositely to the first frustoconical portion. The connector may have a bore therethrough and may be configured to receive the coupler body and to engage the connector anchor. A pocket-forming cap may releasably engage the post-tensioning concrete anchor; the pocket-forming cap may include a frustoconical wall, a gripping head, and a connector-receiving portion. The method may include using the system to form a second concrete section adjacent to a first concrete section before stressing the first concrete section.

First claim

What is claimed is:

1. A method for forming a concrete member comprising:
a) assembling a first concrete form having first and second ends;
b) assembling a first tendon for a first concrete section, the first tendon including a first anchor, a second anchor, and a first tension member affixed to the first anchor and the second anchor extending therebetween, wherein the second anchor includes an anchor body;
c) affixing a connector anchor to the first anchor;
d) affixing the first anchor to the first concrete form first end;
e) positioning a pocket-forming cap between the second anchor and the first concrete form;
f) affixing the second anchor to the first concrete form second end;
g) pouring concrete into the first concrete form so as to form a first concrete section in which the first anchor and the second anchor are embedded;
h) removing at least the first concrete form first end from the first concrete section;
i) assembling a second tendon for a second concrete section, the second tendon including a coupler, a third anchor, and a second tension member affixed to the coupler and the third anchor, the coupler including a coupler body and a connector, wherein coupler body is disposed in the connector and the connector is mechanically coupled to the connector anchor,
j) affixing the third anchor to the second concrete form;
k) pouring concrete into the second concrete form so as to form a second concrete section which is adjacent to the first concrete section and in which the coupler and the third anchor are embedded;
l) stressing the first tendon at the first anchor; and
m) stressing the second tendon at the third anchor;

wherein step i) is carried out before step 1).

2. The method of claim 1 wherein step b) includes threading the first tension member through the first anchor, the second anchor, and the pocket-forming cap.

3. The method of claim 1 wherein the anchor body includes an anchor encapsulation and wherein step b) further includes mechanically coupling the connector anchor to the anchor body or the anchor encapsulation.

4. The method of claim 3 wherein the method further includes
releasing the pocket-forming cap from the anchor body or the anchor the anchor encapsulation.

5. The method of claim 4 wherein removal of the pocket-forming cap from the connector anchor allows attachment of the connector to the connector anchor.

6. The method of claim 1 wherein step h) includes removing the pocket-forming cap from the first tension member.

7. The method of claim 1 wherein step i) includes threading the second tension member through the coupler body and the third anchor and mechanically coupling the connector to the connector anchor.

8. The method of claim 1 wherein step i) further includes mechanically coupling the connector to the connector anchor.

9. The method of claim 1 wherein step k) is carried out before step l).

10. The method of claim 1 , wherein the first concrete section is cured before step m).

11. The method of claim 10 , wherein step l) is performed before step m).

12. The method of claim 11 , wherein step g) is performed prior to step l).

13. The method of claim 1 , wherein step i) is performed prior to curing the first concrete section.

Assignees

• Sorkin Felix

Inventors

• Sorkin Felix

Classifications

• E04C5/165

  Coaxial connection by means of sleeves · CPC title

• E04C5/122 Primary

  the tensile members are anchored by wedge-action · CPC title

• E04C5/168

  Spacers connecting parts for reinforcements and spacing the reinforcements from the form · CPC title

• E04C5/161

  Protective caps for the ends of reinforcing bars · CPC title

• E04C5/163

  the reinforcements running in one single direction · CPC title