Anchor block method for reanchoring live tendons

Abstract

A method for retaining tension in a stressed tendon cast in a reinforced concrete structure includes removing concrete from the structure to expose the tendon, attaching a re-anchoring clamp to the exposed tendon, the re-anchoring clamp comprising two partial sections assembled to enclose the tendon, pouring grout around the re-anchoring clamp and allowing the grout to substantially cure.

Claims

1. A method for maintaining tension on a stressed tendon cast in a reinforced concrete structure, comprising: removing concrete from the structure to expose a first tendon, the first tendon being under stress to support the structure; attaching a re-anchoring clamp to the exposed tendon, the re-anchoring clamp comprising two partial sections assembled to enclose the tendon; pouring grout around the re-anchoring clamp; allowing the grout to substantially cure; and then cutting the first tendon.

2. The method of claim 1 further comprising making an opening in the concrete structure in an area of the concrete structure comprising a cut part of the first tendon.

3. The method of claim 2 further comprising repeating the removing concrete to expose at least a second tendon under stress to support the structure, attaching a re-anchoring clamp to the at least one additional tendon, pouring grout, allowing the grout to substantially cure and then cutting the at least a second tendon.

4. The method of claim 3 further comprising making an opening in the concrete structure comprising a cut part of the first tendon and the at least a second tendon.

5. The method of claim 1 further comprising exposing at least a second tendon by the removing concrete, attaching the re-anchoring clamp to the at least a second tendon, and after allowing the grout to cure, cutting the at least a second tendon.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 shows an example embodiment of a tendon clamp to maintain tension on a tendon.

DETAILED DESCRIPTION

(2) In a method for reworking a reinforced concrete structure according to the present disclosure, the following actions may be performed. First, based on where part of the concrete structure is to be reworked, such as to make an opening, the tendon(s) that will require re-anchoring should be located within the concrete structure with respect to position and depth. The location of such tendons may be used to determine the best places to chip out the concrete in the reinforced concrete structure to expose the tendons.

(3) Once the places to chip out the concrete are determined, at each such location, a hole large enough to allow a re-anchoring block to be installed around the stressed or “live” tendons may be created by chipping out the concrete of the reinforced concrete structure.

(4) The re-anchoring block is installed around the live tendon(s) to be re-anchored. Installation may comprise affixing one part of the re-anchoring block on each side of the tendon(s), installing through bolts and tightening the through bolts. The tendon(s) may then be cut. The re-anchoring clamp will transfer tension in the tendon(s) to the face of the opening in the concrete structure. Grout may then be poured into the hole and the re-anchoring block clamped around the tendon(s).

(5) The grout may be allowed to cure substantially to full compressive strength after pouring. The same procedure may be performed at all tendon locations to be re-anchored prior to cutting any such tendons. It is important to ensure that the curing of the grout is substantially complete while the tendons are still live, that is, prior to cutting. This makes it possible to cut only one tendon or one group of tendons before repeating the procedure on subsequent tendons or groups of tendons. This enables keeping as many tendons as possible under load so as to avoid the need to re-shore the concrete structure for de-tensioning and re-stressing. Once the grout is substantially fully cured, the tendon(s) may be cut.

(6) The foregoing procedure may be repeated for each tendon and/or group of tendons in any area to be reworked. Once all tendons have been cut, it is then possible to cut the opening or the concrete section to be removed without the need to perform any action on tendons present in such section because any such tendons have been decoupled from the reinforcing system.

(7) A re-anchoring block according to one embodiment may be in the form of a two-part block-shaped clamp that can be placed around one or more live tendons. This makes possible for the live tendons to be cut after pouring the grout.

(8) FIG. 1 shows an example embodiment of a re-anchoring clamp. The re-anchoring clamp 10 may comprise a first clamp section 10A and a second clamp section 10B. Each clamp section 10A, 10B may comprise grooves 10C each shaped to receive a tendon and retain the tendon without substantial deformation when the first clamp section 10A and the second clamp section 10B are coupled together. Such coupling may be performed by tightening fasteners 12, for example cap screws such as socket head cap screws. In one embodiment the fasteners may pass freely through suitably sized holes 10E in the first clamp section 10A. In the present example embodiment, holes 10D in the second clamp section 10B may be threaded to receive the fasteners 12. In other embodiments, the holes 10D may be similar to those in the first clamp section 10A so that locking the fasteners 12 may be performed by nuts (not shown). Flat or lock washers 14 may be used in some embodiments.

(9) In the present embodiment, the re-anchoring clamp 10 may comprise a thrust face 11 on each of the first clamp section 10A and the second clamp section 10B so that tension from the tendon may be transferred to the concrete structure at the edge of the opening prior to cutting the live tendon(s).

(10) Using a re-anchoring clamp according to the present disclosure, it may be possible to avoid re-shoring that is often a time consuming and expensive part of cutting out and removing post-tensioned concrete slabs.

(11) Although only a few examples have been described in detail above, those skilled in the art will readily appreciate that many modifications are possible in the examples. Accordingly, all such modifications are intended to be included within the scope of this disclosure as defined in the following claims.