[미국특허]
Anchoring, splicing and tensioning elongated reinforcement members
원문보기
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
E04B-001/38
E01D-004/00
E04C-005/08
E04C-005/12
E01D-019/16
E04G-021/12
E01D-101/28
출원번호
US-0896335
(2010-10-01)
등록번호
US-8857117
(2014-10-14)
발명자
/ 주소
Pantelides, Chris P.
Reaveley, Lawrence D.
Burningham, Clayton A.
출원인 / 주소
University of Utah Research Foundation
대리인 / 주소
Workman Nydegger
인용정보
피인용 횟수 :
0인용 특허 :
42
초록▼
Anchoring devices and systems are disclosed for use with elongated reinforcement members such as FRP, SRP, metallic bars, or cables. Such devices and systems impart a compressive stress into a static structure having the elongated reinforcement member running therethrough or therealong. An anchoring
Anchoring devices and systems are disclosed for use with elongated reinforcement members such as FRP, SRP, metallic bars, or cables. Such devices and systems impart a compressive stress into a static structure having the elongated reinforcement member running therethrough or therealong. An anchoring system can include an anchor block that includes a front end surface for contacting the static structure, an axial bore for receiving the elongated reinforcement member, and clamping members that, when closed, exert a radial clamping force on a reinforcement member in the axial bore. A tensioning and anchoring system may include one or more tensioners integrally connected to an anchor block. At least one sleeve may be secured to the anchor block and cooperate with a bolt that displaces the anchor block to place a tensile force on the elongated reinforcement member and impart a compressive force on the static structure.
대표청구항▼
1. An integral tensioning and anchoring system, comprising: an anchor block, wherein said anchor block includes: an end surface configured to face a static structure;an axial bore generally perpendicular to said end surface;a slit interfacing with said axial bore; andat least two clamping members th
1. An integral tensioning and anchoring system, comprising: an anchor block, wherein said anchor block includes: an end surface configured to face a static structure;an axial bore generally perpendicular to said end surface;a slit interfacing with said axial bore; andat least two clamping members that are selectively moveable to substantially close said slit at a perimeter of said axial bore;a reinforcement member disposed within said axial bore;at least one clamping fastener coupled to said anchor block and extending between said at least two clamping members, said at least one clamping fastener being configured to maintain said at least two clamping members in a clamped state;a first plate, said first plate having an opening therein, said opening being alignable with said axial bore;at least one first stressing device secured to said anchor block; andat least one second stressing device selectively moveable relative to said anchor block and said at least one first stressing device, said at least one second stressing device configured to exert a force on said at least one first stressing device that biases said anchor block away from the static structure. 2. The integral tensioning and anchoring system recited in claim 1, wherein said first plate further includes at least one dimple or guide hole, said at least one dimple or guide hole being aligned with at least one of said anchor block and said at least one second stressing device when said opening in said first plate is aligned with said axial bore. 3. The integral tensioning and anchoring system recited in claim 1, wherein said slit includes a plurality of portions. 4. The integral tensioning and anchoring system recited in claim 1, wherein said at least one first stressing device includes at least two sleeves centered on a transverse axis with said axial bore. 5. The integral tensioning and anchoring system recited in claim 1, wherein said at least one first stressing device includes at least one weld. 6. The integral tensioning and anchoring system recited in claim 1, wherein said at least one second stressing device comprises a stressing bolt. 7. The integral tensioning and anchoring system recited in claim 1, wherein the at least one clamping fastener comprises at least four substantially identical fasteners. 8. The integral tensioning and anchoring system recited in claim 1, wherein said at least one first stressing device extends substantially parallel said axial bore. 9. The integral tensioning and anchoring system recited in claim 1, wherein said at least one first stressing device includes at least two threaded sleeves secured to said anchor block. 10. The integral tensioning and anchoring system recited in claim 1, wherein said at least one first stressing device includes a threaded sleeve, and wherein said at least one second stressing device includes a threaded fastener. 11. The integral tensioning and anchoring system recited in claim 10, wherein said threaded sleeve is integral to said anchor block. 12. The integral tensioning and anchoring system recited in claim 1, wherein said at least one first stressing device comprises a second plate. 13. The integral tensioning and anchoring system recited in claim 12, wherein said at least one second stressing device is configured to selectively exert a force on said first plate and said second plate to cause said anchor block to separate from said first plate. 14. The integral tensioning and anchoring system of claim 13, wherein separation of said anchor block from said first plate places a tensile force on said reinforcement member disposed within said axial bore. 15. An anchoring system, comprising: an anchor block, wherein said anchor block includes: an axial bore;a slit interfacing with said axial bore; andat least two clamping members that are selectively moveable to substantially close said slit at a perimeter of said axial bore;at least one clamping fastener coupled to said anchor block, said at least one clamping fastener being configured to maintain said at least two clamping members in a clamped state;at least two threaded sleeves secured to said anchor block and centered on a transverse axis with said axial bore;at least two threaded fasteners selectively moveable relative to said anchor block and said at least two threaded sleeves; anda plate, said plate having an opening therein and at least one dimple or guide hole, said at least one dimple or guide hole being aligned with at least one of (i) said anchor block and (ii) at least one of said at least two threaded fasteners when said opening in said plate is aligned with said axial bore. 16. The anchoring system of claim 15, further comprising a reinforcement member disposed within said axial bore. 17. The anchoring system of claim 16, wherein said at least one clamping fastener is configured to be selectively tightened to clamp said at least two clamping members together to exert a radial clamping force on said reinforcement member.
Behlinger,Thomas; Kunz,Manfred; Olive,Thomas; Prochazka,Michael Lukas Don Yong, Fastening arrangement of a machine base and method of fastening the same.
Siller Jose L. (Miguel Angel 78 Mexico ; D.F. C.P. MXX 03910), Friction connector for anchoring reinforcement tendons in reinforced or pre-stressed concrete girders.
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Reigstad Gordon H. (North St. Paul MN) Breivik A. Norris (South St. Paul MN) Reigstad Hanley S. (Sunburg MN), Method for installing or replacing tendons in prestressed concrete slabs.
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