US20040148882A1 - Post-tension anchor seal cap - Google Patents
Post-tension anchor seal cap Download PDFInfo
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- US20040148882A1 US20040148882A1 US10/357,128 US35712803A US2004148882A1 US 20040148882 A1 US20040148882 A1 US 20040148882A1 US 35712803 A US35712803 A US 35712803A US 2004148882 A1 US2004148882 A1 US 2004148882A1
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- Prior art keywords
- anchor
- cap
- tendon
- sheath
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T24/00—Buckles, buttons, clasps, etc.
- Y10T24/39—Cord and rope holders
- Y10T24/3909—Plural-strand cord or rope
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T24/00—Buckles, buttons, clasps, etc.
- Y10T24/44—Clasp, clip, support-clamp, or required component thereof
- Y10T24/44034—Dissociable gripping members
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7047—Radially interposed shim or bushing
- Y10T403/7051—Wedging or camming
- Y10T403/7052—Engaged by axial movement
- Y10T403/7058—Split or slotted bushing
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7062—Clamped members
- Y10T403/7064—Clamped members by wedge or cam
Definitions
- the invention relates to the field of post tension systems for strengthening concrete. More particularly, the invention relates to an improved anchor and method for reducing corrosion on the wire strands of a post-tension tendon.
- Mono-strand tendons typically comprise a seven wire strand cable or tendon placed within a plastic or elastomeric sheath.
- a seven wire tendon is formed with six wires helically wrapped around a central core wire.
- Wire cable corrosion is a significant concern in post tension systems. Such corrosion occurs when water, salt and other corrosive agents contact the metallic tendon materials. Tendon failure typically occurs due to water intrusion into the interstices between the tendon and is typically concentrated at tendon ends or anchors.
- Such failure also occurs at portions of the tendon damaged segments caused during installation.
- the installation of tendons typically occurs in a rugged construction environment where the tendons can be damaged by equipment, careless handling and contact with various site hazards.
- a water leak path contacting the wire tendon is established.
- the puncture must be patched to resist water intrusion between the sheath and tendon.
- the puncture and patch can create a discontinuity between the tendon and the sheath, and this discontinuity can impede proper installation and performance of the tendon.
- One conventional technique for providing extra protection in corrosive environments is to increase the thickness of the plastic sheath covering the tendon.
- a plastic sheath at least forty mils thick can be formed around the tendon resist abrasion and puncture damage. Although this approach provides incremental protection against leakage, a thicker sheath does not provide redundant protection to the tendon steel.
- Another technique for resisting high corrosion environments is to specially coat or otherwise treat the individual wire strand with an electrostatic fusion-bonded epoxy to a thickness between one and five mils thick.
- Similar wire coating techniques use galvanized wire and other corrosion resistant wires within the multiple wire cables to form a corrosion resistant tendon.
- Significant effort has been made to create improved corrosion resistant materials compatible with the exterior sheaths and resistant to: corrosion.
- Corrosion resistant materials typically have an affinity to metal and are capable of displacing air and water. Additionally, such materials are relatively free from tendon attacking contaminants such as chlorides, sulfides and nitrates. However, such tendons are expensive and the effectiveness of such corrosion resistant materials may not resist corrosion after the tendon is damaged.
- the system should be compatible with existing installation procedures and should resist the risk of water intrusion into contact with internal tendon wires.
- the invention provides an anchor for engagement with a post-tension tendon.
- the anchor comprises an anchor base having an aperture oriented along a centerline for permitting insertion of the tendon therethrough, wherein the aperture has first and second surfaces each having a different shape relative to said aperture centerline, and wherein the first and second surfaces continuously enlarge the size of the aperture from one side of the anchor base to another side of said anchor base.
- a sheath is engaged with the anchor base and includes a cylindrical extension having a contact end distal from the anchor base for contacting the tendon as the tendon is inserted through the cylindrical extension and the anchor base aperture.
- a cap seals the tendon within the anchor base aperture.
- the cap includes a cap extension having a hollow interior for permitting passage of the tendon therethrough, and the exterior surface of the cap-extension can be engagable with a pocketformer.
- a lock can retain the pocketformer in detachable engagement with the cap extension.
- a post-tension anchor system comprises a post-tension tendon having a sheath and inner wire strands, an anchor base having a shaped aperture for permitting insertion of the tendon therethrough, a sheath engaged with the anchor base wherein said sheath includes a cylindrical extension having a contact end distal from the anchor base for contacting the tendon as the tendon is inserted through the cylindrical extension and the anchor base aperture, and a cap for sealing the tendon within the anchor base aperture.
- FIG. 1 illustrates a mono-strand cable enclosed with a first sheath.
- FIG. 2 illustrates a second sheath around the first sheath.
- FIG. 3 illustrates a first sheath closely formed to the cable exterior surface.
- FIG. 4 illustrates a sectional view of an anchor base.
- FIG. 5 illustrates detail of a cap having different thread combinations.
- FIG. 6 illustrates a ring cap for sealing the interior of an anchor base.
- FIG. 7 illustrates a cap extension attached to a cap.
- FIG. 8 illustrates a cap extension engaged with an anchor base.
- FIG. 9 illustrates one embodiment of a cap extension.
- the invention provides a unique system for providing a post tension system resistant to corrosion.
- Each tendon typically comprises an exterior sheath surrounding at least two strands formed with a material such as carbon steel.
- FIG. 1 illustrates a sectional view wherein mono-strand wire tendon 10 , formed with individual wire strands 12 about center wire 14 , is positioned within first sheath 16 .
- One or more wire strands 12 are helically wrapped about center wire strand 14 and form helical grooves on the exterior surface of cable 10 .
- Such helical grooves are cumulatively identified as shaped annulus 18 defining the space between tendon 10 and the interior cylindrical surface of first sheath 16 .
- first sheath 16 can be substantially cylindrical in one embodiment of the invention.
- FIGS. 2 and 3 illustrate second sheath 26 formed about first sheath 16 .
- Annulus 28 is formed between second sheath 26 and first sheath 16 and is filled with a lubricant 30 to facilitate sliding movement therebetween.
- Lubricant 30 can comprise a corrosion resistant material similar to material 22 .
- Grease or another lubricant is place on the outer surface of the seven strand wire tendon adjacent to the elastomeric sheath to resist corrosion created by air and water infiltration between the tendon and the sheath.
- annulus 28 is substantially cylindrical.
- first sheath 16 is tightly formed about the exterior surface of tendon 10 and helical grooves, filled with corrosion resistant material, are formed in the exterior surface of first sheath 16 .
- This feature preferably uses a material for first sheath 16 having a thickness less than ten mils.
- Conventional membranes are typically twenty-five mils thick for regular systems and forty mils thick for high corrosion resistant, encapsulated systems.
- FIG. 4 illustrates post-tension anchor comprising base 30 having shaped aperture 32 .
- Base 30 is formed with a cast metal material suitable for handling large compressive loads.
- Sheath 34 can be attached to base 30 in one embodiment of the invention and includes cylindrical extension 36 having a contact end 38 distal from base 30 .
- Contact end 38 is preferably at least four inches distal from base 32 , however shorter or longer lengths are possible within the usable scope of the invention.
- the inner surface of contact end 38 is preferably circular in cross-section for contacting the exterior surface of tendon 10 as tendon 10 is inserted through cylindrical extension 36 and base aperture 32 .
- Seal 40 can be positioned between contact end 38 and tendon 10 to restrict liquid intrusion into the inside of cylindrical extension 36 .
- Cap 42 has threads 44 engaged with threadform 46 on sheath 34 .
- Cap 42 includes shaped end 48 configured to facilitate rotatable engagement and disengagement of cap 42 relative to sheath 34 .
- shaped end 48 can be a polygonal configuration such as a hexagonal or other shaped form suitable for engagement with a socket wrench.
- shaped end can be configured to be engagable with different drive mechanisms such as screwdrivers, wrenches, pliers, and other devices.
- Grease 50 can be positioned within cap 42 to seal the end of tendon 10 placed therein.
- threads 44 can include a double start lead to facilitate attachment of cap 42 to sheath 34 .
- the double start lead can comprise threads having different sizes and pitches to provide different make-up characteristics.
- FIG. 5 illustrates cap 42 and base 30 in expanded position and displays cap 42 having different threadforms 52 and 54 for selective engagement with correlating threadforms on sheath 34 .
- cap 42 can also have indicator tab 56 which flares upwardly when cap 42 is fully engaged with base 30 . Such feature provides a visual indication of full engagement and an effective watertight seal between cap 42 and base 30 .
- FIG. 4 illustrates the installation of wedges 58 in contact with tendon 10 and base 30 .
- Wedges 58 are installed into such position after cap 42 has been removed from engagement with sheath 34 and base 30 .
- the invention permits wedges 58 to be installed directly against first sheath 16 or second sheath 26 of cable 10 so that wedges 58 contact wire strands 12 with minimal disruption to sheaths 16 or 26 .
- This feature of the invention reduces the amount of wire strands 12 requiring field repair and sealant and significantly reduces installation time and possibility of corrosion base upon failure of such field repairs.
- cap 42 is reusable, cap 42 can be reinstalled with base 30 to seal the interior of base 30 .
- another structure such as ring cap 60 can be positioned over tendon 10 to seal the interior of base 30 as shown in FIG. 6.
- FIG. 7 illustrates in exploded detail cap extension 62 integrated within cap 42 .
- Cap extension 62 can also comprise a separate component attached to cap 42 with snap connections, tape, threadforms, or other techniques.
- Cap extension 62 provides the function of extending the useful length of cap 42 , thereby permitting a longer length of tendon (not shown) to extend beyond wedges 58 within base 30 as illustrated in FIG. 8.
- Extension end 64 can be open as illustrated to permit the passage of tendon 10 therethrough or can be closed.
- Lock nut 66 having threadform 68 can be engaged with threadform 70 on cap extension 62 to retain a pocketformer or other apparatus or to provide a closure for the open end of extension end 64 .
- FIG. 9 illustrates another embodiment of cap extension 72 wherein extension tube 74 has threadform 76 and seal 78 .
- Lock ring 80 has threadform 82 for engagement with base 30 and for retaining extension tube 74 in a fixed position relative to base 30 .
- the combination of lock ring 80 and extension tube 74 significantly facilitates manufacture of extension 72 .
- the invention provides superior anti-corrosion protection through the entire tendon length and especially near the point of engagement with post-tension anchors.
- the sheath materials for tendon 10 can be selected from material classes such as nylon, polymers, metals, or other organic or inorganic or mineral or synthetic-materials.
- An outer second sheath can be formed with a tough material resistant to punctures and stretching damage, while an interior first sheath can be formed with another material for retaining the corrosion resistant material.
- the configuration of base 30 permits installation and tensioning of tendon 10 without removal of sheath 16 from tendon 10 at the location of base 30 . By avoiding the disturbance of the manufactured sheath 16 , the most sensitive point of corrosion is completely eliminated.
- the configuration of the caps and pocket formers described in cooperation with base 30 significantly reduces labor time and cost and provides superior reliability during installation. Such reliability reduces field damage to post tension components and the possibility of corrosion resulting from such damage, and eliminates the need for costly and unreliable field repairs.
Abstract
An apparatus and method for reducing corrosion in post-tension construction is described. An anchor is engagable with a post-tension tendon and comprises an anchor base and sheath engaged with the anchor base, and a cap for sealing the portion of the tendon within the anchor. The sheath includes a cylindrical extension having a contact end distal from the anchor base for contacting the tendon as the tendon is inserted through the cylindrical extension and the anchor base aperture. The cap can include a detachable extension for supporting a pocketformer having an aperture therethrough.
Description
- The invention relates to the field of post tension systems for strengthening concrete. More particularly, the invention relates to an improved anchor and method for reducing corrosion on the wire strands of a post-tension tendon.
- Mono-strand tendons typically comprise a seven wire strand cable or tendon placed within a plastic or elastomeric sheath. A seven wire tendon is formed with six wires helically wrapped around a central core wire.
- Wire cable corrosion is a significant concern in post tension systems. Such corrosion occurs when water, salt and other corrosive agents contact the metallic tendon materials. Tendon failure typically occurs due to water intrusion into the interstices between the tendon and is typically concentrated at tendon ends or anchors.
- Such failure also occurs at portions of the tendon damaged segments caused during installation. The installation of tendons typically occurs in a rugged construction environment where the tendons can be damaged by equipment, careless handling and contact with various site hazards. When the elastomeric sheath is punctured, a water leak path contacting the wire tendon is established. The puncture must be patched to resist water intrusion between the sheath and tendon. The puncture and patch can create a discontinuity between the tendon and the sheath, and this discontinuity can impede proper installation and performance of the tendon.
- One conventional technique for providing extra protection in corrosive environments is to increase the thickness of the plastic sheath covering the tendon. A plastic sheath at least forty mils thick can be formed around the tendon resist abrasion and puncture damage. Although this approach provides incremental protection against leakage, a thicker sheath does not provide redundant protection to the tendon steel.
- Another technique for providing extra protection in corrosive environments uses seals and grease-filled pockets for blocking water intrusion into the central tendon core. Oil or grease is pumped into the exposed tendon end to fill the interstices at the tendon ends, however this procedure does not protect the internal wire strands forming the tendon.
- Another technique for resisting high corrosion environments is to specially coat or otherwise treat the individual wire strand with an electrostatic fusion-bonded epoxy to a thickness between one and five mils thick. Similar wire coating techniques use galvanized wire and other corrosion resistant wires within the multiple wire cables to form a corrosion resistant tendon. Significant effort has been made to create improved corrosion resistant materials compatible with the exterior sheaths and resistant to: corrosion. Corrosion resistant materials typically have an affinity to metal and are capable of displacing air and water. Additionally, such materials are relatively free from tendon attacking contaminants such as chlorides, sulfides and nitrates. However, such tendons are expensive and the effectiveness of such corrosion resistant materials may not resist corrosion after the tendon is damaged.
- Tendon corrosion typically occurs near the post-tension anchors because the outer sheath is removed from the wire tendon at such locations. To protect the bare wire from corrosion, protective tubes are connected to the anchor and are filled with grease or other corrosion preventative material. This conventional practice is demonstrated by different post-tension systems. For example, U.S. Pat. No. 5,271,199 to Northern (1993) disclosed tubular members and connecting caps for attachment to an anchor. U.S. Pat. No. 5,749,185 to Sorkin (1998) disclosed split tubular members for attachment to and anchor and for installation over the tendon. U.S. Pat. No. 5,897,102 to Sorkin (1999) disclosed a tubular member having a locking surface for improving the connection to an anchor, and a cup member and extension for engagement on the other side of the anchor. U.S. Pat. No. 6,027,278 to Sorkin (2000) and U.S. Pat. No. 6,023,894 to Sorkin (2000) also disclosed a tubular member having a locking surface to improve the connection to an anchor. U.S. Pat. No. 6,098,356 to Sorkin (2000) disclosed attachable tubular members filled with corrosion resistant grease.
- A need exists for an improved post-tension seal for preventing fluid intrusion into the inner part of a post-tension anchor. The system should be compatible with existing installation procedures and should resist the risk of water intrusion into contact with internal tendon wires.
- The invention provides an anchor for engagement with a post-tension tendon. The anchor comprises an anchor base having an aperture oriented along a centerline for permitting insertion of the tendon therethrough, wherein the aperture has first and second surfaces each having a different shape relative to said aperture centerline, and wherein the first and second surfaces continuously enlarge the size of the aperture from one side of the anchor base to another side of said anchor base. A sheath is engaged with the anchor base and includes a cylindrical extension having a contact end distal from the anchor base for contacting the tendon as the tendon is inserted through the cylindrical extension and the anchor base aperture. A cap seals the tendon within the anchor base aperture.
- In other embodiments of the invention, the cap includes a cap extension having a hollow interior for permitting passage of the tendon therethrough, and the exterior surface of the cap-extension can be engagable with a pocketformer. A lock can retain the pocketformer in detachable engagement with the cap extension.
- In another embodiment of the invention, a post-tension anchor system comprises a post-tension tendon having a sheath and inner wire strands, an anchor base having a shaped aperture for permitting insertion of the tendon therethrough, a sheath engaged with the anchor base wherein said sheath includes a cylindrical extension having a contact end distal from the anchor base for contacting the tendon as the tendon is inserted through the cylindrical extension and the anchor base aperture, and a cap for sealing the tendon within the anchor base aperture.
- FIG. 1 illustrates a mono-strand cable enclosed with a first sheath.
- FIG. 2 illustrates a second sheath around the first sheath.
- FIG. 3 illustrates a first sheath closely formed to the cable exterior surface.
- FIG. 4 illustrates a sectional view of an anchor base.
- FIG. 5 illustrates detail of a cap having different thread combinations.
- FIG. 6 illustrates a ring cap for sealing the interior of an anchor base.
- FIG. 7 illustrates a cap extension attached to a cap.
- FIG. 8 illustrates a cap extension engaged with an anchor base.
- FIG. 9 illustrates one embodiment of a cap extension.
- The invention provides a unique system for providing a post tension system resistant to corrosion. Each tendon typically comprises an exterior sheath surrounding at least two strands formed with a material such as carbon steel.
- FIG. 1 illustrates a sectional view wherein mono-
strand wire tendon 10, formed withindividual wire strands 12 aboutcenter wire 14, is positioned withinfirst sheath 16. One ormore wire strands 12 are helically wrapped aboutcenter wire strand 14 and form helical grooves on the exterior surface ofcable 10. Such helical grooves are cumulatively identified asshaped annulus 18 defining the space betweentendon 10 and the interior cylindrical surface offirst sheath 16. - Because
wire strands 12 are circular in cross-seciton, spaces betweenadjacent wire strands 12 andcenter wire 14 are cumulatively identified as cableinterior interstices 20. As shown in FIG. 1,annulus 18 andinterstices 20 are filled with corrosionresistant material 22. Grease or another suitable material can be used for corrosionresistant material 22 to eliminate air pockets and to resist water intrusion into contact withwire strands 22. By fillingannulus 18 with a lubricant or corrosionresistant material 22, the interior surface offirst sheath 16 can be substantially cylindrical in one embodiment of the invention. - FIGS. 2 and 3 illustrate
second sheath 26 formed aboutfirst sheath 16.Annulus 28 is formed betweensecond sheath 26 andfirst sheath 16 and is filled with alubricant 30 to facilitate sliding movement therebetween.Lubricant 30 can comprise a corrosion resistant material similar tomaterial 22. Grease or another lubricant is place on the outer surface of the seven strand wire tendon adjacent to the elastomeric sheath to resist corrosion created by air and water infiltration between the tendon and the sheath. In FIG. 2annulus 28 is substantially cylindrical. In FIG. 3first sheath 16 is tightly formed about the exterior surface oftendon 10 and helical grooves, filled with corrosion resistant material, are formed in the exterior surface offirst sheath 16. This feature preferably uses a material forfirst sheath 16 having a thickness less than ten mils. Conventional membranes are typically twenty-five mils thick for regular systems and forty mils thick for high corrosion resistant, encapsulated systems. By providing a slimfirst sheath 16 abouttendon 10 which is capable of fitting tightly abouttendon 10 to create grooves in the exterior surface offirst sheath 16, corrosionresistant material 30 can be stored inannulus 28 to resist intrusion by water of other contamination into contact withfirst sheath 16 ortendon 10. - FIG. 4 illustrates post-tension
anchor comprising base 30 having shapedaperture 32.Base 30 is formed with a cast metal material suitable for handling large compressive loads.Sheath 34 can be attached tobase 30 in one embodiment of the invention and includescylindrical extension 36 having acontact end 38 distal frombase 30. Contactend 38 is preferably at least four inches distal frombase 32, however shorter or longer lengths are possible within the usable scope of the invention. The inner surface ofcontact end 38 is preferably circular in cross-section for contacting the exterior surface oftendon 10 astendon 10 is inserted throughcylindrical extension 36 andbase aperture 32.Seal 40 can be positioned betweencontact end 38 andtendon 10 to restrict liquid intrusion into the inside ofcylindrical extension 36. -
Cap 42 hasthreads 44 engaged withthreadform 46 onsheath 34.Cap 42 includes shapedend 48 configured to facilitate rotatable engagement and disengagement ofcap 42 relative tosheath 34. As illustrated, shapedend 48 can be a polygonal configuration such as a hexagonal or other shaped form suitable for engagement with a socket wrench. In other embodiments of the invention shaped end can be configured to be engagable with different drive mechanisms such as screwdrivers, wrenches, pliers, and other devices. Grease 50 can be positioned withincap 42 to seal the end oftendon 10 placed therein. - In one embodiment of the
invention threads 44 can include a double start lead to facilitate attachment ofcap 42 tosheath 34. The double start lead can comprise threads having different sizes and pitches to provide different make-up characteristics. FIG. 5 illustratescap 42 andbase 30 in expanded position and displays cap 42 havingdifferent threadforms sheath 34. As shown in FIG. 6, cap 42 can also have indicator tab 56 which flares upwardly whencap 42 is fully engaged withbase 30. Such feature provides a visual indication of full engagement and an effective watertight seal betweencap 42 andbase 30. - FIG. 4 illustrates the installation of
wedges 58 in contact withtendon 10 andbase 30.Wedges 58 are installed into such position aftercap 42 has been removed from engagement withsheath 34 andbase 30. The invention permitswedges 58 to be installed directly againstfirst sheath 16 orsecond sheath 26 ofcable 10 so thatwedges 58contact wire strands 12 with minimal disruption to sheaths 16 or 26. This feature of the invention reduces the amount ofwire strands 12 requiring field repair and sealant and significantly reduces installation time and possibility of corrosion base upon failure of such field repairs. Becausecap 42 is reusable,cap 42 can be reinstalled withbase 30 to seal the interior ofbase 30. Alternatively, another structure such as ring cap 60 can be positioned overtendon 10 to seal the interior ofbase 30 as shown in FIG. 6. - FIG. 7 illustrates in exploded
detail cap extension 62 integrated withincap 42.Cap extension 62 can also comprise a separate component attached to cap 42 with snap connections, tape, threadforms, or other techniques.Cap extension 62 provides the function of extending the useful length ofcap 42, thereby permitting a longer length of tendon (not shown) to extend beyondwedges 58 withinbase 30 as illustrated in FIG. 8.Extension end 64 can be open as illustrated to permit the passage oftendon 10 therethrough or can be closed. Lock nut 66 having threadform 68 can be engaged with threadform 70 oncap extension 62 to retain a pocketformer or other apparatus or to provide a closure for the open end ofextension end 64. - FIG. 9 illustrates another embodiment of cap extension72 wherein
extension tube 74 has threadform 76 andseal 78. Lock ring 80 has threadform 82 for engagement withbase 30 and for retainingextension tube 74 in a fixed position relative tobase 30. The combination of lock ring 80 andextension tube 74 significantly facilitates manufacture of extension 72. - The invention provides superior anti-corrosion protection through the entire tendon length and especially near the point of engagement with post-tension anchors. The sheath materials for
tendon 10 can be selected from material classes such as nylon, polymers, metals, or other organic or inorganic or mineral or synthetic-materials. An outer second sheath can be formed with a tough material resistant to punctures and stretching damage, while an interior first sheath can be formed with another material for retaining the corrosion resistant material. - The configuration of
base 30 permits installation and tensioning oftendon 10 without removal ofsheath 16 fromtendon 10 at the location ofbase 30. By avoiding the disturbance of the manufacturedsheath 16, the most sensitive point of corrosion is completely eliminated. The configuration of the caps and pocket formers described in cooperation withbase 30 significantly reduces labor time and cost and provides superior reliability during installation. Such reliability reduces field damage to post tension components and the possibility of corrosion resulting from such damage, and eliminates the need for costly and unreliable field repairs. - Although the invention has been described in terms of certain preferred embodiments, it will become apparent to those of ordinary skill in the art that modifications and improvements can be made to the inventive concepts herein without departing from the scope of the invention. The embodiments shown herein are merely illustrative of the inventive concepts and should not be interpreted as limiting the scope of the invention.
Claims (20)
1. An anchor for engagement with a post-tension tendon, comprising:
an anchor base having an aperture oriented along a centerline for permitting insertion of the tendon therethrough, wherein said aperture has first and second surfaces each having a different shape relative to said aperture centerline, and wherein said first and second surfaces continuously enlarge the size of said aperture from one side of said anchor base to another side of said anchor base;
a sheath engaged with said anchor base, wherein said sheath includes a cylindrical extension having a contact end distal from said anchor base for contacting the tendon as the tendon is inserted through said cylindrical extension and said anchor base aperture; and
a cap for sealing the tendon within said anchor base aperture.
2. An anchor as recited in claim 1 , further comprising a corrosion resistant material positioned within said cylindrical extension.
3. An anchor as recited in claim 1 , wherein said sheath substantially encapsulates all of said anchor base.
4. An anchor as recited in claim 1 , further comprising a threadform between said cap and said sheath for providing detachable engagement of said cap to said sheath.
5. An anchor as recited in claim 1 , wherein said cap has a selected exterior shape adapted to a tool for facilitating engagement of said cap with said sheath.
6. An anchor as recited in claim 1 , wherein said cap includes a cavity for retaining corrosion resistant material.
7. An anchor as recited in claim 1 , wherein said cap further includes a cap extension having an exterior surface and having a hollow interior for permitting passage of the tendon therethrough.
8. An anchor system as recited in claim 7 , wherein said cap extension is selectively attachable to and detachable from said cap.
9. An anchor system as recited in claim 7 , wherein said cap has a hollow interior for permitting passage of the tendon therethrough and has an end extendible through said anchor base aperture and attachable to said anchor base.
10. An anchor system as recited in claim 9 , wherein said cap end is extendible through said anchor base aperture and is attachable to said sheath.
11. An anchor system as recited in claim 9 , further comprising a hollow sheath extension engaged with said sheath and extending to a position distal from said anchor base, and wherein said cap end is extendible through said anchor base aperture and is attachable to said sheath extension to provide a continuous path for insertion of the tendon through said sheath extension and through said cap.
12. An anchor system as recited in claim 1 , wherein said cap comprises a substantially cylindrical tube having a first end for threadable engagement with said sheath and having a second end extending to a point distal from said sheath.
13. An anchor as recited in claim 1 , wherein said cap comprises a pocketformer.
14. An anchor as recited in claim 1 , wherein said cap is sealed to prevent intrusion of fluids into said anchor base aperture.
15. A post-tension anchor system, comprising:
a post-tension tendon having a sheath and inner wire strands;
an anchor base having a shaped aperture for permitting insertion of said tendon therethrough;
a sheath engaged with said anchor base, wherein said sheath includes a cylindrical extension having a contact end distal from said anchor base for contacting the tendon as the tendon is inserted through said cylindrical extension and said anchor base aperture; and
a cap for sealing the tendon within said said anchor base aperture.
16. An anchor system as recited in claim 15 , wherein said cap includes a cap extension having an exterior surface and having a hollow interior for permitting passage of the tendon therethrough.
17. An anchor system as recited in claim 15 , further comprising a pocketformer engagable with said cap extension exterior surface.
18. An anchor system as recited in claim 17 , further comprising a lock for retaining said pocketformer in a selected position relative to said cap extension exterior surface.
19. An anchor system as recited in claim 18 , wherein said lock comprises a threadform between said pocketformer and said cap extension.
20. An anchor system as recited in claim 15 , further comprising a wedge for engagement with said tendon and with said anchor base shaped aperture.
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US10/357,128 US20040148882A1 (en) | 2003-02-03 | 2003-02-03 | Post-tension anchor seal cap |
US11/203,355 US7275347B2 (en) | 2003-02-03 | 2005-08-12 | Post-tension anchor seal cap |
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US10/357,128 US20040148882A1 (en) | 2003-02-03 | 2003-02-03 | Post-tension anchor seal cap |
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US10/357,128 Abandoned US20040148882A1 (en) | 2003-02-03 | 2003-02-03 | Post-tension anchor seal cap |
US11/203,355 Expired - Lifetime US7275347B2 (en) | 2003-02-03 | 2005-08-12 | Post-tension anchor seal cap |
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Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070289239A1 (en) * | 2006-06-20 | 2007-12-20 | Davis Energy Group, Inc. | Slab edge insulating form system and methods |
US8065845B1 (en) * | 2008-07-18 | 2011-11-29 | Sorkin Felix L | Anchorage with tendon sheathing lock and seal |
US8069624B1 (en) * | 2007-10-17 | 2011-12-06 | Sorkin Felix L | Pocketformer assembly for a post-tension anchor system |
US20120141706A1 (en) * | 2009-07-01 | 2012-06-07 | Universite Henri Poincare Nancy 1 | Method for manufacturing fibrous material assemblies to produce supporting structure, assemblies produced by said method, and structure implementing said assemblies |
US20120297703A1 (en) * | 2009-12-23 | 2012-11-29 | Geotech Pty Ltd | anchorage system |
US9097014B1 (en) * | 2014-07-24 | 2015-08-04 | Felix L. Sorkin | Cartridge for retaining a sheathing of a tendon within an anchor assembly |
WO2017023940A1 (en) * | 2015-08-04 | 2017-02-09 | Felix Sorkin | Sheathing lock end cap |
US9926698B2 (en) * | 2014-05-19 | 2018-03-27 | Felix Sorkin | Cap for anchor of post-tension anchorage system |
US9982434B1 (en) * | 2015-06-04 | 2018-05-29 | Structural Technologies Ip, Llc | Encapsulated anchor devices, systems, and methods |
US20190242131A1 (en) * | 2018-02-05 | 2019-08-08 | Precision-Hayes International Inc. | Concrete anchor with retainer |
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US10889988B2 (en) | 2013-08-01 | 2021-01-12 | Dywidag-Systems International Gmbh | Corrosion-protected tension member and plastically deformable disc of corrosion protection material for such a tension member |
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US11091913B2 (en) * | 2019-05-28 | 2021-08-17 | Felix Sorkin | Intermediate anchor for a post-tensioning tendon |
US20220372761A1 (en) * | 2020-02-27 | 2022-11-24 | Post Tech Manufacturing, Llc | Systems and methods for concrete support post-tensioning |
US11486143B2 (en) * | 2020-03-26 | 2022-11-01 | Felix Sorkin | Intermediate anchor assembly |
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Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070289239A1 (en) * | 2006-06-20 | 2007-12-20 | Davis Energy Group, Inc. | Slab edge insulating form system and methods |
US7596915B2 (en) * | 2006-06-20 | 2009-10-06 | Davis Energy Group, Inc. | Slab edge insulating form system and methods |
US8069624B1 (en) * | 2007-10-17 | 2011-12-06 | Sorkin Felix L | Pocketformer assembly for a post-tension anchor system |
US8065845B1 (en) * | 2008-07-18 | 2011-11-29 | Sorkin Felix L | Anchorage with tendon sheathing lock and seal |
US20120141706A1 (en) * | 2009-07-01 | 2012-06-07 | Universite Henri Poincare Nancy 1 | Method for manufacturing fibrous material assemblies to produce supporting structure, assemblies produced by said method, and structure implementing said assemblies |
US8650820B2 (en) * | 2009-07-01 | 2014-02-18 | Universite De Lorraine | Method for manufacturing fibrous material assemblies to produce supporting structure, assemblies produced by said method, and structure implementing said assemblies |
US20120297703A1 (en) * | 2009-12-23 | 2012-11-29 | Geotech Pty Ltd | anchorage system |
AU2010336022B2 (en) * | 2009-12-23 | 2014-08-14 | Geotech Pty Ltd | An anchorage system |
US8991109B2 (en) * | 2009-12-23 | 2015-03-31 | Geotech Pty Ltd | Anchorage system |
US10889988B2 (en) | 2013-08-01 | 2021-01-12 | Dywidag-Systems International Gmbh | Corrosion-protected tension member and plastically deformable disc of corrosion protection material for such a tension member |
US9926698B2 (en) * | 2014-05-19 | 2018-03-27 | Felix Sorkin | Cap for anchor of post-tension anchorage system |
US9097014B1 (en) * | 2014-07-24 | 2015-08-04 | Felix L. Sorkin | Cartridge for retaining a sheathing of a tendon within an anchor assembly |
US10378210B2 (en) * | 2015-02-02 | 2019-08-13 | Precision-Hayes International Inc. | Concrete tendon gripping and sealing apparatus and method |
US9982434B1 (en) * | 2015-06-04 | 2018-05-29 | Structural Technologies Ip, Llc | Encapsulated anchor devices, systems, and methods |
US10145114B2 (en) | 2015-08-04 | 2018-12-04 | Felix Sorkin | Sheathing lock end cap |
WO2017023940A1 (en) * | 2015-08-04 | 2017-02-09 | Felix Sorkin | Sheathing lock end cap |
EP3507511A4 (en) * | 2016-08-30 | 2020-06-03 | Stiesdal Offshore Technologies A/S | Protection system for a threaded fastener a method for installation, inspection and maintenance of such protection system |
US11313402B2 (en) | 2016-08-30 | 2022-04-26 | Stiesdal Offshore Technologies A/S | Protection system for a threaded fastener and a method for installation, inspection and maintenance of such protection system |
US20190242131A1 (en) * | 2018-02-05 | 2019-08-08 | Precision-Hayes International Inc. | Concrete anchor with retainer |
US10815665B2 (en) * | 2018-02-05 | 2020-10-27 | Precision-Hayes International Inc. | Concrete anchor with retainer |
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US20050284050A1 (en) | 2005-12-29 |
US7275347B2 (en) | 2007-10-02 |
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