Pocket cap for post-tensioned concrete member
원문보기
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
E04C-005/12
E04C-005/16
B28B-023/04
출원번호
US-0226334
(2016-08-02)
등록번호
US-9869091
(2018-01-16)
발명자
/ 주소
Sorkin, Felix
출원인 / 주소
Sorkin, Felix
대리인 / 주소
Locklar, Adolph
인용정보
피인용 횟수 :
0인용 특허 :
64
초록▼
A system for post tensioning a concrete member is disclosed. The system may include an anchor body, and a strand, the strand inserted through the anchor body. The strand may have a strand end and an outer diameter. The system may also include a pocket cap, the pocket cap positioned around the strand
A system for post tensioning a concrete member is disclosed. The system may include an anchor body, and a strand, the strand inserted through the anchor body. The strand may have a strand end and an outer diameter. The system may also include a pocket cap, the pocket cap positioned around the strand. The pocket cap may have a cylindrical interior wall, the cylindrical interior wall having a pocket cap diameter corresponding to the outer diameter of the strand.
대표청구항▼
1. A system for post tensioning a concrete member comprising: an anchor body;a pocket former coupled to the anchor body, the pocket former having a cylindrical section and a frustoconical section;a strand, the strand inserted through the anchor body, the strand having a strand end and an outer diame
1. A system for post tensioning a concrete member comprising: an anchor body;a pocket former coupled to the anchor body, the pocket former having a cylindrical section and a frustoconical section;a strand, the strand inserted through the anchor body, the strand having a strand end and an outer diameter;a pocket cap, the pocket cap configured to be positioned around the strand and to engage the cylindrical section of a cavity formed by the pocket former using friction or press fit and, the pocket cap having a cylindrical interior wall. 2. The system of claim 1, wherein the strand passes through the pocket cap. 3. The system of claim 2, wherein the cylindrical interior wall terminates in an end flange. 4. The system of claim 3 further comprising one or more seals positioned between the cylindrical interior wall and the strand. 5. The system of claim 2, wherein the pocket cap comprises extensions. 6. The system of claim 1, wherein the pocket cap contains grease. 7. The system of claim 1, wherein the pocket cap encloses the strand end. 8. The system of claim 7, wherein the pocket cap comprises a cap end wall, the cap end wall containing grease. 9. The system of claim 8 further comprising a gasket, the gasket compressed between the anchor body and the pocket cap. 10. A method of forming a post-tensioned concrete member comprising: positioning a post-tensioning tendon within a concrete form, the post-tensioning tendon including a tension member, fixed anchor, and a stressing end anchor, the tension member including a strand;positioning a pocket former between the stressing end anchor and the concrete form, the pocket former comprising a keyway former and being coupled to the stressing end anchor, the stressing end anchor having a stressing end anchor body;pouring concrete into the concrete form thereby forming a concrete member;encasing the post-tensioning tendon and pocket former in the concrete member;forming a cavity in the concrete by removing the pocket former, the cavity corresponding to the outer shape of the pocket former, the cavity having a cavity surface;removing the keyway former from the concrete member leaving a keyway in the cavity corresponding to the outer shape of the keyway former, the keyway having a keyway surface;positioning a pocket cap around the strand; andcoupling the pocket cap to the cavity surface by coupling an extension of the pocket cap to the keyway surface. 11. A method of forming a post-tensioned concrete member comprising: positioning a post-tensioning tendon within a concrete form, the post-tensioning tendon including a tension member, fixed anchor, and a stressing end anchor, the tension member including a strand;positioning a pocket former between the stressing end anchor and the concrete form, die pocket former comprising a keyway former and being coupled to the stressing end anchor, the stressing end anchor having a stressing end anchor body;pouring concrete into the concrete form thereby forming a concrete member;encasing the post-tensioning tendon and pocket former in the concrete member;forming a cavity in the concrete by removing the pocket former, the cavity corresponding to the outer shape of the pocket former, the cavity having a cavity surface;removing the keyway former from the concrete member leaving a keyway in the cavity corresponding to the outer shape of the keyway former, the keyway having a keyway surface;coupling a pocket cap to the cavity surface by coupling an extension of the pocket cap to the keyway surface;wherein the cavity has a cylindrical section and a frustoconical section and the pocket cap is positioned within the cylindrical section using friction or press fit. 12. The method of claim 11, wherein the pocket cap does not include a locking member. 13. The method of claim 11 further comprising filling the pocket cap with grease prior to coupling a pocket cap to the cavity surface. 14. The method of claim 11 further comprising prior to the step of coupling the pocket cap to the cavity surface: forming the pocket cap by injection molding, milling, turning, or casting. 15. The method of claim 11 after the step of coupling the pocket cap to the cavity surface: decoupling the pocket cap from the cavity surface. 16. A method of forming a post-tensioned concrete member comprising: positioning a post-tensioning tendon within a concrete form, the post-tensioning tendon including a tension member, fixed anchor, and a stressing end anchor, the tension member including a strand;positioning a pocket former between the stressing end anchor and the concrete form, the pocket former comprising a keyway former and being coupled to the stressing end anchor, the stressing end anchor having a stressing end anchor body;pouring concrete into the concrete form thereby forming a concrete member;encasing the post-tensioning tendon and pocket former in the concrete member;forming a cavity in the concrete by removing the pocket former, the cavity corresponding to the outer shape of the pocket former, the cavity having a cavity surface;removing the keyway former from the concrete member leaving a keyway in the cavity corresponding to the outer shape of the keyway former, the keyway having a keyway surface; andcoupling a pocket cap to the cavity surface and coupling an extension of the pocket cap to the keyway surface, wherein the pocket cap comprises a cylindrical interior wall and the method further comprises positioning one or more seals between the cylindrical interior wall and the strand. 17. The method of claim 16 further comprising compressing a gasket between the stressing end anchor body and the pocket cap. 18. The method of claim 16 wherein the pocket former has an outer tapered surface and wherein the keyway former extends radially outward from the outer tapered surface of the pocket former. 19. The method of claim 16 further comprising filling the pocket cap with grease prior to coupling a pocket cap to the cavity surface. 20. The method of claim 16 further comprising prior to the step of coupling the pocket cap to the cavity surface: forming the pocket cap by injection molding, milling, turning, or casting. 21. The method of claim 16 after the step of coupling the pocket cap to the cavity surface: decoupling the pocket cap from the cavity surface. 22. The method of claim 10, wherein the pocket former has an outer tapered surface and wherein the keyway former extends radially outward from the outer tapered surface of the pocket former. 23. The method of claim 10 further comprising filling the pocket cap with grease prior to coupling a pocket cap to the cavity surface. 24. The method of claim 10 further comprising prior to the step of coupling the pocket cap to the cavity surface: forming the pocket cap by injection molding, milling, turning, or casting. 25. The method of claim 10 after the step of coupling the pocket cap to the cavity surface: decoupling the pocket cap from the cavity surface.
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이 특허에 인용된 특허 (64)
Hayes, Norris O.; Draginis, Randy, Anchor for post tension concrete reinforcing systems.
Westhoff, James A.; Kelly, James A., Apparatus for casting a gasket and associated positioning member into an opening and a cast member for receiving a conduit.
Knight David W. (1210 Hamblen Rd. ; Ste. 200 Kingwood TX 77339), Apparatus for forming an access pocket at the terminal end of a post-tensioned tendon.
Wlodkowski Johann (Munich DEX) Jungwirth Dieter (Munich DEX), Recoverable formwork part for forming the anchoring location of a tendon in a concrete structural component.
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