Cap for Anchor of Post-Tension Anchorage System
US-2015330078-A1 · Nov 19, 2015 · US
US9604416B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9604416-B2 |
| Application number | US-201414548868-A |
| Country | US |
| Kind code | B2 |
| Filing date | Nov 20, 2014 |
| Priority date | May 19, 2014 |
| Publication date | Mar 28, 2017 |
| Grant date | Mar 28, 2017 |
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Official abstract text for this publication.
A pocket former includes a pocket former body and a keyway former. The pocket former is adapted to form a void in a concrete member allowing access to the stressing end of a post-tensioning tendon. The keyway former is adapted to form a keyway in the concrete to allow grout to be more securely retained in the void.
Opening claim text (preview).
The invention claimed is: 1. A method of forming a post-tensioned concrete member comprising: positioning a post-tensioning tendon within a concrete element, the post-tensioning tendon including a tension member, fixed anchor, and a stressing anchor; positioning a pocket former between the stressing anchor and the concrete element, the pocket former including: a pocket former body, the pocket former body having an outer surface and a tension member channel, the pocket former body adapted to form a void in the concrete between the stressing end anchor and the concrete element; and a keyway former, the keyway former adapted to be positioned on the outer surface of the pocket former body, the keyway former being generally annular in shape and having an external surface, the keyway former adapted to form a keyway in the concrete about the void; inserting the tension member through the tension member channel of the pocket former body; placing concrete into the concrete element such that the post-tensioning tendon and pocket former are encased in cement; separating the keyway former from the pocket former body; removing the pocket former body from the cement; and removing the keyway former from the cement. 2. The method of claim 1 , further comprising filling the void with a filling material, such that the filling material substantially fills the void and the keyway. 3. The method of claim 1 , wherein the pocket former body is tapered from a first end to a second end of the pocket former body. 4. The method of claim 1 , wherein the keyway former is continuous about the perimeter of the outer surface of the pocket former body. 5. The method of claim 1 , wherein the keyway former further comprises a removal feature coupled to the keyway former and extending at least partially along the outer surface of the pocket former body. 6. The method of claim 5 , wherein the removal feature comprises a tab, the tab adapted to allow the keyway former to be removed from a concrete member. 7. The method of claim 5 , wherein removing the keyway former from the cement comprises using the removal feature. 8. The method of claim 1 , wherein the pocket former body and keyway former are formed as a single unit. 9. The method of claim 1 , wherein the pocket former body and keyway former are formed as separate bodies and are adapted to be temporarily coupleable. 10. The method of claim 9 , further comprising coupling the pocket former body and keyway before positioning the pocket former between the stressing anchor and the concrete element. 11. The method of claim 1 , wherein the external surface of the keyway former comprises a surface texture, and the method further comprises forming a corresponding surface texture in the keyway with the surface texture of the keyway former. 12. The method of claim 11 , wherein the surface texture comprises at least one of cross hatches, grooves, stipples, ridges, knurls, flutes, or any combination thereof. 13. The method of claim 11 , wherein the surface texture comprises at least one of protrusions from the keyway former or depressions into the keyway former. 14. The method of claim 1 , wherein the keyway former further comprises at least one protrusion extending from the external surface thereof, and wherein the method further comprises forming at least one recess in the concrete about the void. 15. The method of claim 14 , wherein the protrusion comprises at least one of a cylindrical, prismatoidal, or ellipsoidal protrusion. 16. The method of claim 14 , wherein the protrusions are deformable. 17. The method of claim 16 , wherein removing the keyway former comprises deforming the protrusions. 18. The method of claim 14 , wherein the protrusions are temporarily coupled to an exterior surface of the pocket former body. 19. The method of claim 1 , wherein the keyway former is formed from a generally pliable material. 20. The method of claim 14 , further comprising decoupling one or more protrusions from the rest of the keyway former.
Positioning reinforcements in a mould, e.g. using clamping means for the reinforcement (positioning inserts in moulds B29C33/12; lay-up on a mould B29C70/30) · CPC title
specially for making undercut recesses or continuous cavities the inner section of which is superior to the section of either of the mouths · CPC title
Prestressing each strand of a cable one by one to the same tension · CPC title
Anchoring devices (tools or methods for tensioning {in situ} E04G21/12) · CPC title
pliable or extensible · CPC title
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