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
E01D-019/16
E04C-005/12
E04G-021/12
E01D-101/28
출원번호
US-0996759
(2009-06-12)
등록번호
US-8925279
(2015-01-06)
국제출원번호
PCT/US2009/047176
(2009-06-12)
§371/§102 date
20110316
(20110316)
국제공개번호
WO2009/152412
(2009-12-17)
발명자
/ 주소
Pantelides, Chris P.
Reaveley, Lawrence D.
Burningham, Clayton A.
출원인 / 주소
The University of Utah Research Foundation
대리인 / 주소
Workman Nydegger
인용정보
피인용 횟수 :
9인용 특허 :
46
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 there through or there along. An anchori
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 there through or there along. 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 work with fasteners to provide a clamping force. The bore may be tapered and the fasteners optionally provide different clamping levels to reduce the stress on the elongated reinforcement member near the front end surface. The disclosed systems also include pre-stressing devices that can be used with the disclosed anchor systems, and that can place a tensile force on the elongated reinforcement members to also impart a compressive force on the static structure.
대표청구항▼
1. An anchor system comprising: a front-end surface configured to face a static structure;at least one bore extending in an axial direction and generally perpendicular to said front-end surface;a fibre reinforced polymer (FRP) rod disposed within said at least one bore;a clamp side surface having a
1. An anchor system comprising: a front-end surface configured to face a static structure;at least one bore extending in an axial direction and generally perpendicular to said front-end surface;a fibre reinforced polymer (FRP) rod disposed within said at least one bore;a clamp side surface having a plurality of clamping holes formed therein, said plurality of clamping holes including at least four openings equally spaced along an axial length of the anchor system and being formed to extend such that said plurality of clamping holes are substantially parallel to said front-end surface;a plurality of axial slits extending from said front-end surface to said at least one bore, said plurality of axial slits including at least an intermediate slit and two external slits, said plurality of axial slits forming at least two clamping members; anda plurality of fasteners including at least four substantially identical fasteners positioned in said clamping holes and adapted to clamp said at least two clamping members together, wherein clamping said at least two clamping members together contracts said at least one bore, and wherein said plurality of fasteners are offset from said front-end surface such that as said plurality of fasteners are clamped to said at least two clamping members, a taper is formed wherein said bore and said axial slit are larger at said front-end surface and decrease in size towards a back-end surface. 2. The anchor system of claim 1, at least one of said plurality of fasteners includes a clamping bolt and a nut connected to said clamping bolt. 3. An anchor system comprising: a front-end surface configured to face a static structure;at least one bore extending in an axial direction and generally perpendicular to said front end surface;a clamp side surface having a plurality of clamping holes formed therein, said plurality of clamping holes being formed to extend such that said plurality of clamping holes are substantially parallel to said front-end surface;a plurality of axial slits extending from said front-end surface to said at least one bore, said plurality of axial slits including at least an intermediate slit and two external slits, said plurality of axial slits forming at least two clamping members;a plurality of fasteners positioned in said clamping holes and adapted to clamp said at least two clamping members together, wherein clamping said at least two clamping members together contracts said at least one bore, and wherein said plurality of fasteners are offset from said front-end surface such that as said plurality of fasteners are clamped to said at least two clamping members, a taper is formed wherein said bore and said axial slit are larger at said front-end surface and decrease in size towards a back-end surface;a first elongated reinforcement member inserted within said at least one bore, said first elongated reinforcement member having a first end; anda second elongated reinforcement member inserted within said at least one bore, said second elongated reinforcement member being at least parallel to said first elongated member,wherein said plurality of fasteners exert a clamping force on said at least two clamping members to secure both of said first and second elongated reinforcement members within said at least one bore. 4. The anchor system of claim 3, wherein the plurality of fasteners includes at least one of a bolt, a screw, a lever cam, and a locking pin. 5. Au anchor system for imparting a compressive stress into a static structure, comprising: a front-end surface configured to lace a static structure;at least one bore extending in an axial direction and generally perpendicula to said front-end surface, wherein said bore has a tapered opening proximate said front-end surface, said tapered opening decreasing in size from said front-end surface;a fibre reinforced polymer (FRP) rod disposed within said at least one bore;a clamp side surface having a plurality of clamping holes formed therein, said plurality of clamping holes including at least four openings equally spaced along an axial length of the anchor system and being formed to extend such that said plurality of clamping holes are substantially parallel to said front-end surface;a plurality of axial slits extending from said front-end surface to said at least one bore, said plurality of axial slits including at least an intermediate slit and two external slits, said plurality of axial slits forming at least two clamping members; anda plurality of fasteners including at least four substantially identical fasteners positioned in said clamping holes and adapted to clamp said at least two clamping members together, wherein clamping said at least two clamping members together contracts said at least one bore. 6. The anchor system of claim 5, wherein at least one of the plurality of axial slits include a neck portion, said neck portion being connected to said at least one axial bore. 7. An anchor system comprising: a front-end surface configured to face a static structure;at least one bore extending in an axial direction and generally perpendicular to said front-end surface, wherein said bore has a tapered opening proximate said front-end surface, said tapered opening decreasing in size from said front-end surface;a clamp side surface having a plurality of clamping holes formed therein, said plurality of clamping holes being formed to extend such that said plurality of clamping holes are substantially parallel to said front-end surface;a plurality of axial slits extending from said front-end surface to said at least one bore, said plurality of axial slits including at least an intermediate slit and two external slits, said plurality of axial slits forming at least two clamping members;a plurality of fasteners positioned in said clamping holes and adapted to clamp said at least two clamping members together, wherein clamping said at least two clamping members together contracts said at least one bore;a first elongated reinforcement member inserted within said at least one bore, said first elongated reinforcement member having a first end; anda second elongated reinforcement member inserted within said at least one bore, said second elongated reinforcement member being at least parallel to said first elongated member,wherein said plurality of fasteners exert a clamping force on said at least two clamping members to secure both of said first and second elongated reinforcement members within said at least one bore.
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이 특허에 인용된 특허 (46)
Chiodo Daniel J. (12399 SW. 53rd St. ; Suite 104 Cooper City FL 33330), Anchor device.
Tausanovitch Dusan (24 Crestwood Drive Northport NY 11768) Lovisa Peter R. (1040 Pelhamdale Ave. Pelham NY 10803) Lovisa Tullio E. (91 Whitson Road Huntington NY 11743), Externally controlled spreader system.
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.
Francoeur Ronald A. (59 Elm St. Salisbury MA 01950) Schellhorn Verne L. (P.O. Box 199 ; 32987 Highway 1 South Gualala CA 95445), Method and apparatus for retensioning prestressed concrete members.
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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