The invention provides for a pocketed anchor for post-tensioned concrete reinforcement. The anchor includes a body having a flange portion with a front and rear surface, a button portion extending from the rear surface, and a nose portion extending from the front surface. The anchor also includes a tapered bore that extends through the nose, flange, and button portions. The bore can receive a wedge that cams against the bore to clamp down on a tendon. The front surface of the flange has at least two planar surfaces that are parallel to the bearing surface on the rear surface of the anchor. One of the planar surfaces is recessed relative to the other such that the recessed surface is closer to the load bearing surface on the rear surface of the anchor. The two planar surfaces define a pocket on the anchor, where mounting holes may be located.
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1. An anchor for post-tensioned concrete reinforcement, comprising:
a body having including a flange portion with, the flange portion having a front surface, and a rear surface, an edge surface extending between the front surface and the rear surface, a button portion extending from the rear surface of the flange portion, and a nose portion extending from the front surface of the flange portion, the flange portion extending laterally from the nose portion and from the button portion so as to have, the flange portion having at least one bearing surface on the rear surface of the flange to one lateral side of the button portion and an opposite surface on the front surface of the flange to the one lateral side of the nose portion opposite from the bearing surface portion;
ribs on the front surface of the flange portion that extend between the nose portion and the flange portion;
a bore extending through the nose portion, the flange portion, and the button portion, the bore being tapered in diameter in the direction from the nose portion to the button portion to receive a wedge that cams adapted to cam against the bore to clamp down on a tendon that extends into the bore from where the tendon enters the bore through the button portion;
wherein the opposite surface on the front of the flange portion includes at least two planar surfaces that define a pocket on the front surface of the flange a recess, the recess having a bottom; and
wherein a hole is formed in the pocket and the hole is closer to an outer edge of the pocket than it is to an inner edge of the pocket
wherein the front of the flange portion includes a first planar surface and a second planar surface, the first planar surface offset from the second planar surface, wherein the first planar surface defines the bottom of the recess on the front of the flange portion, wherein the first planar surface is closer to the bearing surface than the second planar surface, wherein the first planar surface is surrounded by the second planar surface and wherein the recess has four sides, wherein walls extend between the two planar surfaces and define the depth of the recess on all four sides of the recess.
11. An anchor for post-tensioned concrete reinforcement, comprising:
a body having including a flange portion with, the flange portion having a front surface, and a rear surface, an edge surface extending between the front surface and the rear surface, a button portion extending from the rear surface of the flange portion, and a nose portion extending from the front surface of the flange portion, the flange portion extending laterally from the nose portion and from the button portion so as to have, the flange portion having at least one bearing surface on the rear surface of the flange to one lateral side of the button portion and an opposite surface on the front surface of the flange to the one lateral side of the nose portion opposite from the bearing surface portion;
ribs on the front surface of the flange portion that extend between the nose portion and the flange portion;
a bore extending through the nose portion, the flange portion, and the button portion, the bore being tapered in diameter in the direction from the nose portion to the button portion to receive a wedge that cams adapted to cam against the bore to clamp down on a tendon that extends into the bore from where the tendon enters the bore through the button portion;
wherein the opposite surface on the front of the flange portion includes at least two planar surfaces that define a pocket on the front surface of the flange a recess; and
wherein an inner edge of the pocket recess is curved and wherein the recess has four sides; and
wherein the front of the flange portion includes a first planar surface and a second planar surface, the first planar surface offset from the second planar surface, wherein the first planar surface defines a bottom of the recess on the front of the flange portion, wherein the first planar surface is closer to the bearing surface than the second planar surface and the first planar surface has four sides, wherein walls extend between the two planar surfaces and define the depth of the recess on all four sides of the recess, and the first planar surface is surrounded by the second planar surface on the four sides of the first planar surface.
0. 2. The anchor for post-tensioned concrete reinforcement according to
0. 3. The anchor for post-tensioned concrete reinforcement according to
0. 4. The anchor for post-tensioned concrete reinforcement according to
5. The anchor for post-tensioned concrete reinforcement according to
6. The anchor for post-tensioned concrete reinforcement according to
wherein the pocket recess is spaced inward from the edge surface of the flange portion.
7. The anchor for post-tensioned concrete reinforcement according to
8. The anchor for post-tensioned concrete reinforcement according to
9. The anchor for post-tensioned concrete reinforcement according to
10. The anchor for post-tensioned concrete reinforcement according to
0. 12. The anchor for post-tensioned concrete reinforcement according to
0. 13. The anchor for post-tensioned concrete reinforcement according to
0. 14. The anchor for post-tensioned concrete reinforcement according to
15. The anchor for post-tensioned concrete reinforcement according to
16. The anchor for post-tensioned concrete reinforcement according to
17. The anchor for post-tensioned concrete reinforcement according to
18. The anchor for post-tensioned concrete reinforcement according to
19. The anchor for post-tensioned concrete reinforcement according to
0. 20. An anchor for post-tensioned concrete reinforcement, comprising:
a body having a flange portion with a front surface, a rear surface, an edge surface extending between the front surface and the rear surface, a button portion extending from the rear surface of the flange, and a nose portion extending from the front surface of the flange, the flange extending laterally from the nose portion and from the button portion so as to have at least one bearing surface on the rear surface of the flange to one lateral side of the button portion and an opposite surface on the front surface of the flange to the one lateral side of the nose portion opposite from the bearing surface;
ribs on the front surface that extend between the nose portion and the flange portion;
a bore extending through the nose portion, the flange portion, and the button portion, the bore being tapered in diameter in the direction from the nose portion to the button portion to receive a wedge that cams against the bore to clamp down on a tendon that extends into the bore from where the tendon enters the bore through the button portion;
wherein the opposite surface on the front of the flange includes at least two planar surfaces that define a pocket on the front surface of the flange; and
wherein walls extend between the two planar surfaces and define a depth of the pocket on all four sides of the pocket.
0. 21. The anchor for post-tensioned concrete reinforcement according to
0. 22. The anchor for post-tensioned concrete reinforcement according to
0. 23. The anchor for post-tensioned concrete reinforcement according to
0. 24. The anchor for post-tensioned concrete reinforcement according to
0. 25. The anchor for post-tensioned concrete reinforcement according to
0. 26. The anchor for post-tensioned concrete reinforcement according to
0. 27. The anchor for post-tensioned concrete reinforcement according to
0. 28. The anchor for post-tensioned concrete reinforcement according to claim 1, wherein the recess does not affect the surface area of the bearing surface.
0. 29. The anchor for post-tensioned concrete reinforcement according to claim 1, wherein the depth of the recess is less than a thickness of the flange portion.
0. 30. The anchor for post-tensioned concrete reinforcement according to claim 1, wherein the thickness of the flange portion in an un-recessed portion of the flange portion is 0.225 inches.
0. 31. The anchor for post-tensioned concrete reinforcement according to claim 1, wherein the depth of the recess is 0.03 inches.
0. 32. The anchor for post-tensioned concrete reinforcement according to claim 1, wherein the front of the flange portion includes two recesses.
0. 33. The anchor for post-tensioned concrete reinforcement according to claim 32, wherein the anchor includes four ribs and each recess is between two ribs.
0. 34. The anchor for post-tensioned concrete reinforcement according to claim 1, wherein the recess includes a hole through the flange portion.
0. 35. The anchor for post-tensioned concrete reinforcement according to claim 34, wherein the hole is closer to an outer edge of the recess than it is to an inner edge of the recess.
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This application is and offset therefrom. The recessed planar surface 36 and the other planar surface 38 define a recess or pocket 40. Thus, front surface 16 includes recess 40, where recessed planar surface 36 forms a bottom of recess 40. The edge surface 20 extends between the bearing surface 26 and the un-recessed planar surface 38. As shown in
Importantly, the pockets 40 in the anchor 10 only decrease the thickness of the flange portion 14, and do not eliminate the thickness of the flange 14 in certain areas as would drilling holes in the flange portion 14. Although drilling holes in the flange 14 would conserve raw materials in the production of the anchor 10, and thus, result in economical savings in shipping, the pockets 40 do not affect the surface area of the bearing surface 26. A decrease in the area of the bearing surface 26 of the anchor 10 may create a significant negative impact upon the transfer of tensile strength to the concrete structure. The thickness of the flange in the unrecessed area (between surface 38 and surface 26) may be, for example 0.225 inches, and the depth of the recessed areas 40 of the flange may be, for example 0.03 inches.
The anchor 10 also may include ribs 42 that extend between the nose portion 24 and the flange portion 14. As seen in
As seen in
The pocket 40 may also contain a hole 56 (two are shown in
The pocketed concrete anchor 10 may be formed from metal, such as cast steel or ductile iron, by sand casting. As the accuracy of sand casting is limited, not all surfaces or dimensions will be exact. Thus, when this description defines, refers to, or characterizes a surface, edge, or component using a descriptive term including, but not limited to, parallel, collinear, or planar, such a relationship is fulfilled when it is as close to that condition as the casting method provides under normal operating conditions.
The foregoing description was primarily directed to a preferred embodiment of the invention. Although some attention was given to various alternatives within the scope of the invention, it is anticipated that one skilled in the art will likely realize additional alternatives that are now apparent from disclosure of embodiments of the invention. Accordingly, the scope of the invention should be determined from the following claims and not be limited by the above disclosure.
Patent | Priority | Assignee | Title |
Patent | Priority | Assignee | Title |
2964361, | |||
3676031, | |||
3757390, | |||
3833706, | |||
3844697, | |||
4561226, | Apr 19 1983 | FREYSSINET INTERNATIONAL STUP | Processes and devices for greasing the ends of prestress reinforcements |
4663907, | Jun 24 1985 | STRONGHOLD FRANCE | Anchorage for stressed reinforcing tendon |
4719658, | Oct 15 1986 | Special Personal and Financial Planning and Referral Services, Inc. | Hermetically sealed anchor construction for use in post tensioning tendons |
4821474, | Aug 24 1987 | Post-tensioning anchor | |
4896470, | Apr 21 1988 | HAYES INTERESTS, INC | Tendon tensioning anchor |
5024032, | Aug 24 1987 | Post-tensioning anchor | |
5072558, | Apr 21 1988 | HAYES INTERESTS, INC | Post-tension anchor system |
5079879, | Apr 11 1989 | Anti-corrosive post-tensioning anchorage system | |
5263291, | Nov 02 1992 | Method and apparatus for corrosion protection of the terminal end of a post-tensioned tendon | |
5271199, | Aug 24 1992 | Incast Anchorage Systems, Inc. | Post tensioning anchor system |
5347777, | Apr 23 1993 | Post Tension Product Mfg., Inc. | Anchor plate assembly |
5720139, | Feb 26 1996 | Method and apparatus for installing a multi-strand anchorage system | |
6017165, | Jan 15 1998 | Wedge-receiving cavity for an anchor body of a post-tension anchor system | |
6023894, | Jan 15 1998 | Anchor of a post-tension anchorage system with an improved cap connection | |
6027278, | Jan 15 1998 | Wedge-receiving cavity for an anchor body of a post-tension anchor system | |
6047515, | Jul 18 1997 | Diane E., Miller | Accessory for building construction |
6234709, | Jan 15 1998 | Wedge-receiving cavity with radiused edge for an anchor body of a post-tension anchor system | |
6354596, | Apr 14 1999 | Post-tension anchor seal cap | |
7676997, | Nov 15 2005 | Tendon tensioning anchor system having polymeric encapsulation with reduced shrinkage effects | |
20020129570, | |||
20060096196, | |||
20060179742, | |||
20100210369, |
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Aug 30 2019 | INDEPENDENT BANKERS CAPITAL FUND III, L P | PRECISION-HAYES INTERNATIONAL, INC | RELEASE BY SECURED PARTY SEE DOCUMENT FOR DETAILS | 050274 | /0173 | |
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