US20050252116A1 - Tensioning device for strip-shaped tension members - Google Patents
Tensioning device for strip-shaped tension members Download PDFInfo
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- US20050252116A1 US20050252116A1 US10/517,988 US51798804A US2005252116A1 US 20050252116 A1 US20050252116 A1 US 20050252116A1 US 51798804 A US51798804 A US 51798804A US 2005252116 A1 US2005252116 A1 US 2005252116A1
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- United States
- Prior art keywords
- tension member
- tensioning
- traverse
- tensioning device
- tension
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- 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
- E04C5/085—Tensile members made of fiber reinforced plastics
-
- 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
-
- 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
- E04C5/127—The tensile members being made of fiber reinforced plastics
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/121—Construction of stressing jacks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
- E04G2023/0255—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
- E04G2023/0255—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
- E04G2023/0259—Devices specifically adapted to stress the fiber reinforced plastic elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
- E04G2023/0262—Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off
Definitions
- the invention relates to a tensioning device for strip-shaped tension members on supporting structures, particularly concrete supporting structures, with a tensioning traverse that is detachably fastened to a base plate that is permanently fastened to the supporting structure, such that a prestressing anchor that is connected to the strip-shaped tension member by means of clamping, may be shifted by means of pressing elements for the purpose of tightening the tension member and may be supported against the tensioning traverse or the base plate.
- band-shaped tension members to the surface of the concrete after the fact is known.
- base plates made of steel, for example, are pinned into recesses in the surface of the concrete and/or fastened by adhesion.
- a tensioning device is applied to one end of the tension member, which device is removed again after the tensioning process and the firm positioning of the tension member on the concrete supporting structure, for example, by means of permanent clamping and/or adhesion.
- the prestressing anchor can only be held in a stable position that lies adjacent to the surface of the concrete by virtue of the fact that the lateral guides are connected with the tensioning traverse so as to be deflection resistant, in order to accept the bending stresses that occur toward the top when avoiding the prestressing anchor.
- this task is resolved by virtue of the fact that a guide body that supports the tension member, which may be glided upward at least is arranged between the tensioning traverse and the prestressing anchor in a stationary manner.
- the guide body constitutes, at some distance ahead of the tensioning traverse, a reversal point for the tension member. If one regards the support point of the pressing elements and the lateral guides, guide rods, for example, on the tensioning traverse as an articulation, the prestressing anchor can move only in a circular path whose radius is greater than the distance that exists between the guide body and the prestressing anchor. In order to permit this slewing motion of the prestressing anchor, the tension member would have to be extended, and thus, put under even further tension.
- the tensile force exerted by the tension member upon the prestressing anchor therefore holds the prestressing anchor in a stable manner in its prescribed position on the supporting structure, for example, the surface of the concrete, without subjecting the guide rods to any flexion stress in the process.
- the guide rods, which are subjected to pressure exclusively can therefore be embodied in relatively slender fashion, since they need not transfer any bending torques.
- the tensioning device overall, becomes light and relatively narrow so that its lateral spatial requirement is slight and the size of the requisite recess in the surface of the supporting structure, the surface of the concrete, for example, is limited.
- the guide body which supports the tension member toward the top is arranged in the area of the tension member, and thus does not protrude laterally beyond the guide rods, it does not enlarge the dimensions of the tensioning device.
- the guide body preferably accommodates the tension member in a guide slit so that it can glide, so that guidance of the tension member is achieved on all sides.
- the retaining force applied to stabilize the tension member is transferred directly to the tensioning traverse.
- the guide support is arranged on the top of the tension member and it exhibits lateral sections that protrude laterally beyond the tension member, which are detachably fastened with a shackle that lies beneath the tension member.
- the guide body which exhibits a guide slit, can be released simply after the tensioning process is terminated and the tension member is secured.
- the pressing elements lie in the plane of the tension member and so that the supporting of the prestressing anchor using supporting blocks or the like, occurs in the plane of the tension member.
- FIG. 1 shows a strip-shaped tension member applied to a concrete supporting structure with an anchoring device on its fixed side and a tensioning device on its tensioning side, in top view,
- FIG. 2 shows a section along the line II-II in FIG. 1 ,
- FIG. 3 shows a section along the line III-III in FIG. 1 and
- FIG. 4 shows a schematic representation of the conditions of movement at the tensioning device in a section similar to FIG. 2 .
- a strip-shaped tension member 1 for example, a carbon fiber reinforced plastic lamella, is intended to be fastened to the surface of a supporting structure, a concrete supporting structure 2 in the case of the embodiment shown. Similarly, use in the case of other supporting structures, made of steel or wood, for example, is also possible. Prior to its fixation to the concrete supporting structure 2 , tension member 1 must be pre-stressed.
- Tension member 1 is firmly fastened, by means of a clamping plate 3 , upon which several clamping shackles have an effect, to a base plate 5 , which, by means of pins 6 and an adhesive layer 7 , is secured in a recess 8 of the concrete supporting structure at the end that has the fixed side (on the right in FIGS. 1 and 2 ).
- a base plate 9 is secured by means of pins 10 and an adhesive layer 111 in a recess 12 of the concrete supporting structure 2 .
- a tensioning device 13 is used to this end.
- the tensioning device 13 exhibits a tensioning traverse 14 , which is equipped with two straps 15 , which are detachably fastened to the base plate 9 on either side of tension member 1 by means of screws 16 .
- a deflection resistant, detachable connection is created between the tensioning traverse 14 and the base plate 9 .
- Two pressing elements 17 which are, in the case of the embodiment depicted, embodied as hydraulic cylinders, are supported on the tensioning traverse 14 on the side that is turned away from the base plate 9 (designated in this context as “on the tension side”). Both pressing elements 17 lie in the plane of the tension member 1 . They press a prestressing anchor 18 away from the tensioning traverse 14 .
- the prestressing anchor 18 is, on either side, guided on lateral guide rods 19 , which are connected with the tensioning traverse 14 .
- the prestressing anchor 18 can be secured, in its tensioning position, to the lateral guide rods 19 , so that even after the detachment of the pressing elements 17 , it is supported by way of the guide rods 19 on the tensioning traverse 14 .
- another type of support by blocks can be selected as well, in order to support the prestressing anchor.
- the support or shoring up by blocks in this embodiment lies in the plane of tension member 1 in this embodiment.
- the prestressing anchor 18 exhibits a sub-plate 20 , upon which the tension member 1 lies.
- the tension member 1 is clamped by clamping shackle 21 , clamping screws 22 , and a clamping plate 23 against sub-plate 20 and fastened, in this way, to the prestressing anchor 18 .
- a guide support 24 is embodied with the tensioning traverse 14 as one piece, welded to the latter or fastened so as to be deflection resistant to the tensioning traverse in some other manner, by means of screws, for example, and [it] constitutes, at its free end, a guide body 25 that lies on the top of the tension member 1 , which is located between the tensioning traverse 14 and the prestressing anchor 18 and is arranged at some distance on the tensioning side relative to the tensioning traverse 14 .
- the guide body 25 which is arranged on the top of the tension member 1 , exhibits lateral sections, 26 that protrude laterally beyond tension member 1 , which are detachably fastened, preferably by means of lateral screws, 28 , with a bracket 27 that lies beneath the tension member 1 .
- the guide body 25 need not necessarily be connected with the tensioning traverse 14 : it can also be applied to its location in stationary fashion, connected, for example, with the supporting structure, here, with the concrete supporting structure 2 .
- a guide slit 29 which accommodates tension member 1 so that it can glide, is constituted between the guide body 25 and the bracket 27 .
- the guide body 25 constitutes a reversal point for tension member 1 , which lies at a distance ahead of the tensioning traverse 14 on the same side as the tension.
- prestressing anchor 18 is a possibility of movement on a radius R, which is equal to the distance between the tensioning traverse 14 and the prestressing anchor 18 .
- the prestressing anchor 18 is found in its location, as depicted in FIG. 4 , in a stable position, and it is kept in this stable position without, in the process, necessitating the imposition of any flexion stress upon the lateral guide rods 19 .
Abstract
A tensioning device for strip-shaped tension members on supporting structures, especially concrete supporting structures, exhibits a tensioning traverse, which is detachably fastened to a base plate that is permanently fastened to the supporting structure. A prestressing ancho), which is connected to the strip-shaped tension member by means of clamping, may be displaced by means of pressing elements for the purpose of applying tension to tension member and supported against the tensioning traverse or the base plate. A guide body, which supports the tension member so that it may glide, at least upward, is arranged between the tensioning traverse and the prestressing anchor so as to be stationary. The guide body exhibits a guide slit that accommodates the tension member so that it can glide, and it is mounted on a guide support that is connected to the tensioning traverse so as to be deflection resistant.
Description
- The invention relates to a tensioning device for strip-shaped tension members on supporting structures, particularly concrete supporting structures, with a tensioning traverse that is detachably fastened to a base plate that is permanently fastened to the supporting structure, such that a prestressing anchor that is connected to the strip-shaped tension member by means of clamping, may be shifted by means of pressing elements for the purpose of tightening the tension member and may be supported against the tensioning traverse or the base plate.
- To enhance (upgrade) the load-bearing capacity, or to restore the original load-bearing capacity of supporting structures made of steel-reinforced concrete (restoration), or pre-stressed concrete, the application of band-shaped tension members to the surface of the concrete after the fact is known. Lamella-like plastic strips, with embedded carbon fibers, for example, are used as tension members. For anchoring, base plates made of steel, for example, are pinned into recesses in the surface of the concrete and/or fastened by adhesion.
- In order to apply the requisite pre-tension to the strip-shaped tension member prior to its permanent anchoring, a tensioning device is applied to one end of the tension member, which device is removed again after the tensioning process and the firm positioning of the tension member on the concrete supporting structure, for example, by means of permanent clamping and/or adhesion.
- In the case of a known tensioning device of the type alluded to at the outset (DE 198 49 605 A1), the free end of the strip-shaped tensioning member is clamped into a temporary prestressing anchor, which is moved away in lateral guides by means of pressing elements, such as hydraulic cylinders, for example, by a tensioning traverse that is applied to the base plate in such a way that it can be detached, whereby the tension member is tightened. To establish the final tensioning position, using a block, the prestressing anchor is braced against the base plate. After the permanent anchoring of the tension member by means of clamping and/or adhesion, the tensioning device is removed.
- The prestressing anchor can only be held in a stable position that lies adjacent to the surface of the concrete by virtue of the fact that the lateral guides are connected with the tensioning traverse so as to be deflection resistant, in order to accept the bending stresses that occur toward the top when avoiding the prestressing anchor. This necessitates considerable effort and expense in construction, as a result of which the tensioning device becomes not only heavy and cumbersome, but the requisite space is increased as well, so that a relatively large recess must be produced in the surface of the concrete in order to accommodate the arrangement of the tensioning device.
- It is, therefore, the task of the invention to embody a tensioning device of the type alluded to at the outset in such a manner that the prestressing anchor is held stably in its desired position by the forces that occur in the tensioning process, without imposing any flexion stress upon the guides.
- According to the invention, this task is resolved by virtue of the fact that a guide body that supports the tension member, which may be glided upward at least is arranged between the tensioning traverse and the prestressing anchor in a stationary manner.
- The guide body constitutes, at some distance ahead of the tensioning traverse, a reversal point for the tension member. If one regards the support point of the pressing elements and the lateral guides, guide rods, for example, on the tensioning traverse as an articulation, the prestressing anchor can move only in a circular path whose radius is greater than the distance that exists between the guide body and the prestressing anchor. In order to permit this slewing motion of the prestressing anchor, the tension member would have to be extended, and thus, put under even further tension. The tensile force exerted by the tension member upon the prestressing anchor therefore holds the prestressing anchor in a stable manner in its prescribed position on the supporting structure, for example, the surface of the concrete, without subjecting the guide rods to any flexion stress in the process. The guide rods, which are subjected to pressure exclusively, can therefore be embodied in relatively slender fashion, since they need not transfer any bending torques. By these means, the tensioning device, overall, becomes light and relatively narrow so that its lateral spatial requirement is slight and the size of the requisite recess in the surface of the supporting structure, the surface of the concrete, for example, is limited.
- Since the guide body, which supports the tension member toward the top is arranged in the area of the tension member, and thus does not protrude laterally beyond the guide rods, it does not enlarge the dimensions of the tensioning device.
- The guide body preferably accommodates the tension member in a guide slit so that it can glide, so that guidance of the tension member is achieved on all sides.
- According to a preferred embodiment of the invention, provision is made so that the guide body is applied to a guide support that is connected to the tensioning traverse so as to be deflection resistant. By these means, the retaining force applied to stabilize the tension member is transferred directly to the tensioning traverse. A separate attachment of the guide body, which would be possible on the concrete supporting structure, for example, becomes non-essential as a result of this embodiment of the thought behind the invention.
- Preferably, the guide support is arranged on the top of the tension member and it exhibits lateral sections that protrude laterally beyond the tension member, which are detachably fastened with a shackle that lies beneath the tension member. Thus, the guide body, which exhibits a guide slit, can be released simply after the tensioning process is terminated and the tension member is secured.
- Preferably, provision is made so that the pressing elements lie in the plane of the tension member and so that the supporting of the prestressing anchor using supporting blocks or the like, occurs in the plane of the tension member. By these means, when tension is supplied and support is supplied by blocks, an unstable equilibrium is achieved, which must merely be assured by the guide body, without requiring the guide body to accept significant forces.
- In what follows, the invention is elucidated by virtue of one embodiment, which is depicted in the drawing(s).
-
FIG. 1 shows a strip-shaped tension member applied to a concrete supporting structure with an anchoring device on its fixed side and a tensioning device on its tensioning side, in top view, -
FIG. 2 shows a section along the line II-II inFIG. 1 , -
FIG. 3 shows a section along the line III-III inFIG. 1 and -
FIG. 4 shows a schematic representation of the conditions of movement at the tensioning device in a section similar toFIG. 2 . - A strip-
shaped tension member 1, for example, a carbon fiber reinforced plastic lamella, is intended to be fastened to the surface of a supporting structure, aconcrete supporting structure 2 in the case of the embodiment shown. Similarly, use in the case of other supporting structures, made of steel or wood, for example, is also possible. Prior to its fixation to theconcrete supporting structure 2,tension member 1 must be pre-stressed. -
Tension member 1 is firmly fastened, by means of aclamping plate 3, upon which several clamping shackles have an effect, to abase plate 5, which, by means ofpins 6 and anadhesive layer 7, is secured in arecess 8 of the concrete supporting structure at the end that has the fixed side (on the right inFIGS. 1 and 2 ). - In similar fashion, at the end of the
tension member 1 on the side subjected to tension (on the left inFIGS. 1 and 2 ), abase plate 9 is secured by means ofpins 10 and an adhesive layer 111 in arecess 12 of theconcrete supporting structure 2. Before the end oftension member 1 on the side subjected to tension is anchored to thebase plate 9, likewise by means of a clamping plate (not yet depicted inFIGS. 1 and 2 ) and, if necessary, before adhesion to thebase plate 9, thetension member 1 must be pre-stressed. Atensioning device 13 is used to this end. Thetensioning device 13 exhibits atensioning traverse 14, which is equipped with twostraps 15, which are detachably fastened to thebase plate 9 on either side oftension member 1 by means ofscrews 16. Thus, a deflection resistant, detachable connection is created between thetensioning traverse 14 and thebase plate 9. - Two
pressing elements 17, which are, in the case of the embodiment depicted, embodied as hydraulic cylinders, are supported on thetensioning traverse 14 on the side that is turned away from the base plate 9 (designated in this context as “on the tension side”). Bothpressing elements 17 lie in the plane of thetension member 1. They press a prestressinganchor 18 away from thetensioning traverse 14. Theprestressing anchor 18 is, on either side, guided onlateral guide rods 19, which are connected with thetensioning traverse 14. Theprestressing anchor 18 can be secured, in its tensioning position, to thelateral guide rods 19, so that even after the detachment of thepressing elements 17, it is supported by way of theguide rods 19 on thetensioning traverse 14. Instead of that, another type of support by blocks can be selected as well, in order to support the prestressing anchor. The support or shoring up by blocks in this embodiment lies in the plane oftension member 1 in this embodiment. - The
prestressing anchor 18 exhibits asub-plate 20, upon which thetension member 1 lies. Thetension member 1 is clamped by clampingshackle 21, clampingscrews 22, and aclamping plate 23 againstsub-plate 20 and fastened, in this way, to theprestressing anchor 18. - A
guide support 24 is embodied with thetensioning traverse 14 as one piece, welded to the latter or fastened so as to be deflection resistant to the tensioning traverse in some other manner, by means of screws, for example, and [it] constitutes, at its free end, aguide body 25 that lies on the top of thetension member 1, which is located between thetensioning traverse 14 and theprestressing anchor 18 and is arranged at some distance on the tensioning side relative to thetensioning traverse 14. - The
guide body 25, which is arranged on the top of thetension member 1, exhibits lateral sections, 26 that protrude laterally beyondtension member 1, which are detachably fastened, preferably by means of lateral screws, 28, with abracket 27 that lies beneath thetension member 1. Theguide body 25 need not necessarily be connected with the tensioning traverse 14: it can also be applied to its location in stationary fashion, connected, for example, with the supporting structure, here, with theconcrete supporting structure 2. - A guide slit 29, which accommodates
tension member 1 so that it can glide, is constituted between theguide body 25 and thebracket 27. - As represented in schematic fashion in
FIG. 4 , theguide body 25 constitutes a reversal point fortension member 1, which lies at a distance ahead of thetensioning traverse 14 on the same side as the tension. - If one assumes that the
lateral guide rods 19 are applied to the tensioningtraverse 14 after the manner of pendulum supports so as to be articulated, the result, for prestressinganchor 18 is a possibility of movement on a radius R, which is equal to the distance between thetensioning traverse 14 and theprestressing anchor 18. - For the end of the tension body that protrudes from the
guide body 25, the result, however, is a theoretical possibility of movement on a radius r, which corresponds to the distance between theguide body 25 and theprestressing anchor 18, and is markedly smaller than the radius R. In order to render a movement of theprestressing anchor 18 possible on a circular path with the structurally prescribed radius of movement R, thetension member 1 would thus have to be extended further. Thus, theprestressing anchor 18 is found in its location, as depicted inFIG. 4 , in a stable position, and it is kept in this stable position without, in the process, necessitating the imposition of any flexion stress upon thelateral guide rods 19.
Claims (6)
1. A tensioning device for strip-shaped tension members on supporting structures, especially concrete supporting structures, with a tensioning traverse, which is detachably fastened to a base plate that is permanently fastened to the supporting structure, whereby a prestressing anchor, connected to the strip-shaped tension member by means of clamping, may be displaced by means of pressing elements that are supported on the tensioning traverse for the purpose of applying tension to the tension member and against the tensioning traverse or the base plate, wherein a guide body, which supports the tension member so that it can glide, at least upward, is arranged between the tensioning traverse and the prestressing anchor in a stationary manner.
2. A tensioning device according to claim 1 , wherein the guide body exhibits a guide slit that can accommodate the tension body so that it can glide.
3. A tensioning device according to claim 1 , wherein the guide body is applied to a guide support that is connected to the tensioning traverse so as to be deflection resistant.
4. A tensioning device according to claim 3 , wherein the guide body is arranged on the top of the tension member and exhibits lateral sections that protrude laterally beyond the tension member, which are detachably fastened to a bracket that lies beneath the tension member.
5. A tensioning device according to claim 1 , wherein the pressing elements lie in the plane of the tension member.
6. A tensioning device according to claim 1 , wherein the support of the prestressing anchor occurs by the use of blocks or the like in the plane of the tension member.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10249266A DE10249266B3 (en) | 2002-10-23 | 2002-10-23 | Tension device for belt-like traction members on concrete support structures has guide member locally fixed between tension bar and tension anchor and supporting traction member for sliding movement upwards |
DE10249266.2 | 2002-10-23 | ||
PCT/EP2003/009079 WO2004038128A1 (en) | 2002-10-23 | 2003-08-16 | Tensioning device for strip-shaped tension members |
Publications (1)
Publication Number | Publication Date |
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US20050252116A1 true US20050252116A1 (en) | 2005-11-17 |
Family
ID=31984425
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/517,988 Abandoned US20050252116A1 (en) | 2002-10-23 | 2003-08-16 | Tensioning device for strip-shaped tension members |
Country Status (9)
Country | Link |
---|---|
US (1) | US20050252116A1 (en) |
EP (1) | EP1554447B1 (en) |
JP (1) | JP2006504005A (en) |
KR (1) | KR20050032031A (en) |
AT (1) | ATE474981T1 (en) |
AU (1) | AU2003253415A1 (en) |
DE (2) | DE10249266B3 (en) |
DK (1) | DK1554447T3 (en) |
WO (1) | WO2004038128A1 (en) |
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US20090031667A1 (en) * | 2003-08-13 | 2009-02-05 | Sika Technology | Force application element, extension element, and a method for increasing the tensile load of a strip-shaped material |
US20110072745A1 (en) * | 2008-06-12 | 2011-03-31 | Pantelides Chris P | Anchoring, splicing and tensioning elongated reinforcement members |
US20110197540A1 (en) * | 2008-06-12 | 2011-08-18 | Pantelides Chris P | Anchoring, splicing and tensioning elongated reinforcement members |
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US11186991B2 (en) * | 2018-10-31 | 2021-11-30 | Shenzhen University | Early warning device and ductility control method for prestressed FRP reinforced structure |
US11326313B2 (en) * | 2013-05-14 | 2022-05-10 | S&P Clever Reinforcement Company Ag | Method for pre-stressing a steel structure, and steel structure pre-stressed using said method |
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CH701655B1 (en) * | 2008-02-08 | 2011-02-28 | Josef Scherer | Method and apparatus for prestressing reinforcement laminates to structures. |
EP2447446A1 (en) | 2010-10-28 | 2012-05-02 | Sika Technology AG | Device for fastening tension members to reinforced concrete beams |
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ES2775794T3 (en) * | 2017-03-07 | 2020-07-28 | Kb Vorspann Technik Gmbh | Procedure, locking device and system for prestressing a tower structure |
DE102017203645B4 (en) | 2017-03-07 | 2020-07-02 | KB Vorspann-Technik GmbH | System for prestressing a tower structure |
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- 2003-08-16 DE DE50312912T patent/DE50312912D1/en not_active Expired - Lifetime
- 2003-08-16 EP EP03809255A patent/EP1554447B1/en not_active Expired - Lifetime
- 2003-08-16 KR KR1020047018154A patent/KR20050032031A/en active IP Right Grant
- 2003-08-16 AT AT03809255T patent/ATE474981T1/en active
- 2003-08-16 WO PCT/EP2003/009079 patent/WO2004038128A1/en active Application Filing
- 2003-08-16 DK DK03809255.7T patent/DK1554447T3/en active
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US8881493B2 (en) * | 2003-08-13 | 2014-11-11 | Sika Technology Ag | Force application element, extension element, and a method for increasing the tensile load of a strip-shaped material |
US20090031667A1 (en) * | 2003-08-13 | 2009-02-05 | Sika Technology | Force application element, extension element, and a method for increasing the tensile load of a strip-shaped material |
US20110072745A1 (en) * | 2008-06-12 | 2011-03-31 | Pantelides Chris P | Anchoring, splicing and tensioning elongated reinforcement members |
US20110197540A1 (en) * | 2008-06-12 | 2011-08-18 | Pantelides Chris P | Anchoring, splicing and tensioning elongated reinforcement members |
US8925279B2 (en) * | 2008-06-12 | 2015-01-06 | The University Of Utah Research Foundation | Anchoring, splicing and tensioning elongated reinforcement members |
US8904721B2 (en) * | 2008-06-12 | 2014-12-09 | University Of Utah Research Foundation | Anchoring, splicing and tensioning elongated reinforcement members |
US10006477B2 (en) | 2010-04-13 | 2018-06-26 | University Of Utah Research Foundation | Sheet and rod attachment apparatus and system |
US8595912B2 (en) | 2010-12-15 | 2013-12-03 | Soletanche Freyssinet | Method for reinforcing a construction work using reinforcing bands |
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EP2466036A1 (en) * | 2010-12-15 | 2012-06-20 | Soletanche Freyssinet | Method for reinforcing a construction structure by means of reinforcing strips |
US11326313B2 (en) * | 2013-05-14 | 2022-05-10 | S&P Clever Reinforcement Company Ag | Method for pre-stressing a steel structure, and steel structure pre-stressed using said method |
CN103541513A (en) * | 2013-09-22 | 2014-01-29 | 沈阳建筑大学 | Reinforced concrete anchoring part inlaid with FRP (fiber reinforced plastic) ribs |
CN103541513B (en) * | 2013-09-22 | 2016-04-20 | 沈阳建筑大学 | Edge FRP muscle reinforced concrete anchoring piece in a kind of |
US10323427B2 (en) * | 2015-06-26 | 2019-06-18 | Danmarks Tekniske Universitet | Anchorage device |
US10689870B2 (en) * | 2016-05-20 | 2020-06-23 | Southeast University | Automatic tensioning system and method for strengthening beam, slab and column by pre-stressed FRP plate |
CN106285038A (en) * | 2016-09-23 | 2017-01-04 | 长沙理工大学 | A kind of separate type prestressed carbon cloth stretch-draw sticker and method |
US11186991B2 (en) * | 2018-10-31 | 2021-11-30 | Shenzhen University | Early warning device and ductility control method for prestressed FRP reinforced structure |
Also Published As
Publication number | Publication date |
---|---|
DE10249266B3 (en) | 2004-04-08 |
DE50312912D1 (en) | 2010-09-02 |
ATE474981T1 (en) | 2010-08-15 |
KR20050032031A (en) | 2005-04-06 |
EP1554447A1 (en) | 2005-07-20 |
EP1554447B1 (en) | 2010-07-21 |
WO2004038128A1 (en) | 2004-05-06 |
AU2003253415A1 (en) | 2004-05-13 |
JP2006504005A (en) | 2006-02-02 |
DK1554447T3 (en) | 2010-10-04 |
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