CN1662718A - Device and method for the reinforcing of support structures - Google Patents
Device and method for the reinforcing of support structures Download PDFInfo
- Publication number
- CN1662718A CN1662718A CN038148684A CN03814868A CN1662718A CN 1662718 A CN1662718 A CN 1662718A CN 038148684 A CN038148684 A CN 038148684A CN 03814868 A CN03814868 A CN 03814868A CN 1662718 A CN1662718 A CN 1662718A
- Authority
- CN
- China
- Prior art keywords
- cfk
- sheet material
- blocking element
- sleeve
- recess
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- 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
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
-
- 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
- E04G2023/0262—Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off
Abstract
A device comprising a carbon-fibre sheet (4) for reinforcing support structures (1) is disclosed, said carbon-fibre sheet (4) terminating in an end fitting (3, 3'), whereby the ends of the carbon-fibre sheet (4) are provided with means for coupling (7) or with a bonding layer. The carbon-fibre sheet (4) lies pressed in the end fitting (3, 3') by means of at least one wedge (6, 6'). Coupling means (7) can take the form of glue, friction material with a particle size of 0.1 1.0 mm, a film provided with friction material, a powder coating or a plasma coating. Methods for reinforcement of support structures with said device, with or without pre-stressing are disclosed. The device is characterised in having a high flexibility on arrangement of the support structure for reinforcement and the methods is characterized by a rapid and very economical assembly.
Description
The present invention relates to a kind of device and a kind of corresponding method according to claim 10 that is used for strengthening bearing structure according to claim 1.
Usually such problem can occur when the bearing structure of the existing structure of trimming, promptly bearing structure should adapt to the new condition of loading bigger than former load.In order under this condition of loading, not exclusively to replace bearing structure, seek the method and apparatus of strengthening existing bearing structure.These bearing structures can be bridge, the traditional wall by brick one-tenth, reinforced concrete wall, steel concrete supporting body (beam), wooden supporting body (beam), plastics supporting body (beam) or steel supporting body (beam).
All the time, utilize the steel plate that afterwards adds to strengthen this bearing structure.Steel plate, promptly banded steel plate or steel disc are bonded on one or two face of bearing structure, preferably are bonded on the one side of bearing structure tension.The advantage of this method is, can implement relatively apace, however very high to the bonding requirement, that is, need prepare parts and bonding surface.In order to obtain desirable effect, the implementation process of bonding must be carried out under the condition that precisely limits.In the time of will strengthening the bearing structure of open-air state, bridge bearing body for example, the problem that makes in this way to be brought can appear at the corrosion zone especially.Consider weight and manufacturing situation that this steel disc is relatively large, maximal use length is restricted.Owing to the space, if the steel disc of rigidity can not be admitted in the corresponding space, can steel disc be encased in the closed space can be a problem simultaneously.In addition, steel disc must " from the top " (ü ber Kopf) be pressed on the bearing structure that need be reinforced when adding, and hardens fully until cementing agent, and this also brings very big cost simultaneously.
Recently also carbon element sheet material (CFK sheet material) is bonded on the side of bearing structure tension, thus by improving carrying drag and ductility in the load-carrying properties of having improved this structure afterwards.The application of this carbon element sheet material has simple and inexpensive advantage, and under the much smaller situation of weight, it has the intensity higher than steel disc, and is easy to lay.Corrosion resistance has also improved simultaneously, thereby this method also is fit to be used for strengthening open-air bearing structure.Be a problem especially but the end of carbon element sheet material is fixing.Exactly the danger that the carbon element sheet material comes off in this zone is very big, and the power transmission from carbon element sheet material end to bearing structure also is a problem.A kind of known solution is that insert wherein the end of CFK sheet material with the hole of slow rake angle extension or the recess of wedge shape to be provided with one on supporting body, necessary, by means of clip, winding or flat board or the like the CFK sheet material is pressed on the supporting body.This has just improved slip-off preventing performance and the power transmission from bearing structure to the CFK sheet material.
Common such CFK sheet material does not carry out pretension, that is, loosely be bonded on the supporting body.Thereby this major part is strengthened potentiality and is not fully utilized, because have only above after the basic load, promptly surpasses after the load of self useful load, and the CFK sheet material just begins carrying.In order to make full use of the CFK sheet material better, just produced such idea, that is, it is bonded on the supporting body in advance tightly.A relevant known method is, the short steel plate of bonding on the two sides of CFK sheet material end, steel plate is tightened up in the opposite direction, thus the CFK sheet material by pretension, then this structure by pretension is glued on the supporting body to be strengthened.After the cementing agent drying, utilize flat board, winding etc. in the end of CFK sheet material they to be pressed on the supporting body, the end that then will be provided with steel plate disconnects.But this method is expensive, and is not can both use in all application scenarios.The fixed form of above-described sheet material end is only limited to pretension at the construction field (site).
According to the known a kind of load-carrying unit of the EP1007809 reinforcement of concrete supporting body for example, this reinforcement has used the CFK sheet material, wherein the CFK sheet material is separated in the end, and is angle ground each other by boning, wedge or being fixed in the holddown groove of blocking element by the friction ways of connecting.Blocking element is fixed on the tension side of load-carrying unit by bonding, wedging or friction ways of connecting, perhaps blocking element is imbedded in the corresponding grooves of load-carrying unit under being with or without the situation of pretension.
The advantage of this solution is that the CFK sheet material has fixedly been realized bigger end bed knife with short and small, compact end.In addition, can under the situation of not using cementing agent, realize power transmission (friction connects).
The shortcoming of this method is that the CFK sheet material must carry out preliminary treatment or cutting to length in factory in the factory.And the CFK sheet material is cut apart is a thorny process, requires fine manipulation.
The objective of the invention is to, propose a kind of device that is used for strengthening bearing structure, it is conserve space not only, and is particularly suitable for site assembly, promptly at the construction field (site) the assembling, have or do not have pretension can, wherein assembling process is not only quick but also less demanding.
Another object of the present invention is, provides a kind of corresponding method.
According to the present invention, above-mentioned purpose can reach by the method described in device described in the claim 1 and the claim 10,11 and 13.The present invention will be described in detail by means of accompanying drawing below.Wherein:
Fig. 1 schematic representation of apparatus with CFK sheet material and blocking element of the present invention
The sectional view of Fig. 2 blocking element of the present invention before squeezing into chock
The sectional view of the blocking element embodiment of Fig. 3 before sleeve being pressed on chock and the CFK sheet material.
Fig. 1 shows the schematic representation of apparatus that the present invention has CFK sheet material and blocking element.
Bearing structure 1 have on top two recesses 2,2 ', they are for the blocking element 3,3 of packing into ' and be provided with.One CFK sheet material 4 is crowded around bearing structure 1, and be pressed into blocking element 3,3 ' in.Recess 2,2 ' under normal conditions is to be molded on the bearing structure by the mode of milling or bore, and recess generally has cylindrical shape.The such layout of blocking element is to save the space, is proved to be particularly advantageous.CFK sheet material 4 can fully or at least in part link together by a tack coat and bearing structure.
The sectional view of Fig. 2 blocking element of the present invention before squeezing into chock.
CFK sheet material 4 is positioned at the central authorities of sleeve 5, by chock 6,6 ' in center fixed.Show the state of chock before not being driven into of the sleeve ends that stretches out in broad in the drawings.With chock when the end that the taper of sleeve is extended is squeezed into, on CFK, formed necessary lateral pressure, thereby the CFK sheet material immovably is fixed on (friction connects) in the sleeve.It is a known problem that the CFK sheet material skids off from sleeve, the present invention increases attached structure (in order to increase the measure of adhesive power) 7 by setting and has solved this problem effectively, this structure is added on the one side at least of CFK sheet material, on the preferred two sides, thereby the CFK sheet material covers it at least in part in the zone of sleeve 5.
Sleeve 5, chock 6,6 ' and increase attached structure 7 and constituted blocking element 3.
Device of the present invention can use under the situation of pretightning force having or do not have, so blocking element 3 can be called anchorage head or clamping head.
Sleeve 5 is by plastics, the plastics strengthened of fiber particularly, and steel or other high-intensity material are formed.Sleeve is configured to pyramidal structure at inner face at least, and has the interior cross section of a kind of circle, ellipse, square or rectangle basically.The outside shape of sleeve and inner face are irrelevant, can select arbitrarily, and be for example cylindrical, but preferably also be taper.
The plastics that chock 6,6 ' by plastics, particularly fiber are strengthened, steel or other high-intensity material, pottery or aluminium, mortar, concrete or cast material are made.Under the simplest situation, these two chocks are living.Such distribution also is admissible, 2 * 2 the method for salary distribution for example, and chock has two tops that are arranged in the CFK sheet material, two belows that are arranged in CFK is arranged.The asymmetrical method of salary distribution also is admissible, and for example two to three.
But, if the CFK sheet material is fixed in the centre by a mating member that accordingly, has been fixed together with sleeve, also can squeeze into single chock.
In addition, one first chock in two chocks for example is fixed in the sleeve by means of the glue that adheres on the end position, in view of the above, squeezes into second a single chock again.This set has such advantage, under the situation that only allows a side to enter, can produce needed prestressing force by means of corresponding pre-tightening apparatus.Embodied a significant advantage of apparatus of the present invention in view of the above.
Increase attached structure 7 by bonding adhesive, by for example approximately the friction material of 0.1-1.0mm granularity, by the film that is provided with friction material, by powder coating or plasma-coated or the like the composition.It constituted so-called CFK sheet material 4 and chock 6,6 ' between ' adhere to and connect bridge '.Increasing attached structure 7 is not only to be positioned on the CFK sheet material.Usually it also can be arranged on the inner face of sleeve, and be gross area ground or partly along the road of draw direction setting or be arranged to relative draw direction around spirality.Importantly, between CFK sheet material and the chock and in case of necessity want big with respect to the friction parameter of sleeve, and, needed, will exist enduringly by being pressed into the lateral force that chock obtains.
How method of the present invention promptly is pressed into chock or be driven on the CFK sheet material, will be discussed below.Arrow is represented the bulged-in direction of chock.
Fig. 3 is the sectional view of the blocking element embodiment before sleeve being pressed on chock and the CFK sheet material.
The sleeve 5 that taper constitutes has the external diameter of 50mm and 65mm.Sleeve has an oval cross section, and length is 110mm, and wall thickness is 6.0mm.Sleeve is made up of a kind of carbon fibre composite material (CFK).The cross section of CFK sheet material 4 is 2.4 * 60mm, is a kind of plastics (Sika CARBODUR, Sika AG, CH-8048Z ü rich) that utilize carbon fibre to strengthen.Be added on the two sides of the CFK sheet material 4 in the sleeve zone as increasing attached structure sand paper 7, one two-sided coating, ageing-resistant.Chock 6,6 ' and sleeve 5 between just do not re-use and do not increased attached dose.Two chocks 6,6 ' all are that the plastics that adopt carbon fibre to strengthen are made.Chock can be driven into or be pressed in the sleeve under the effect of 200kN power.A kind of clamping head like this or blocking element can bear the test force of 300kN at least.
Certainly, the structure of sleeve can change in a wide scope, but this is a foundation with the cross section of above-mentioned sheet material always.
By the present invention, this embodiment is a kind of optional method, and sleeve is forced on chock and the CFK sheet material in the method, and this has description in the back.Arrow on the sleeve 5 is represented compaction direction.
To describe below and utilize device of the present invention to come the method that bearing structure is strengthened.
But be transported to the building site to CFK sheet material rolling, and cutting to length there, tensioning and fixing under the ameristic situation in sheet material end then.
In the first step, recess 2,2 ' or groove is set in bearing structure 1; Promptly make by digging, mill or bore or the like mode.Be used as what is called force transfer element, known type " supporting member " in recess 2,2 ' middle insertion or embedding, and there to its accurate location.
In second step, CFK sheet material 4 is penetrated, draws in or introduces, and position, and be according to following order, pass first recess 2 and first supporting member successively, pass first blocking element 3, around bearing structure 1, pass second recess 2 ' and second supporting member, pass second blocking element 3 ', until CFK sheet material 4 from second blocking element 3 ' stretch out.
Be transported on the building site to the common rolling of CFK sheet material, and pull down from a coil stripping frame there.In case of necessity, also can ship through pretreated U-shaped CFK sheet material for using.
The 3rd the step in, will increase attached structure 7 and be added on the CFK sheet material, and be blocking element 3,3 ' the zone in.
In the 4th step, with second blocking element 3 ' at least one chock 6 ' be pressed into second sleeve 5 ' in, wherein this process is not realize under the situation of tension at CFK.
At this, by a pre-tightening apparatus that is positioned at first blocking element, 3 tops with CFK sheet material pretension.Can also carry out two sides tensioning simultaneously at the two ends of CFK sheet material, here, two blocking elements 3,3 ' above a pre-tightening apparatus is respectively arranged.But prestrain also can fully phase out.
In the 5th step, at least one chock 6 of first blocking element 3 is squeezed into or is pressed into.The CFK sheet material is disconnected above first blocking element 3.The method of strengthening bearing structure leaves it at that.
CFK sheet material 4 around bearing structure to be strengthened 1 tension side setting can be bonded on the bearing structure at least in part.
A kind of optional method is arranged, compare with said method, three steps of the first step to the are identical, and the 4th step and the 5th step make the following changes:
In the 4th step, with second sleeve 5 ' be pressed to, second blocking element 3 ' at least one chock 6 ' go up and the CFK sheet material on, wherein this process is not realize under CFK sheet material 4 is subjected to the situation of pulling force.
At this, by a pre-tightening apparatus that is positioned at first blocking element, 3 tops with CFK sheet material pretension.But this prestrain also can be cancelled.
In the 5th step, first sleeve 5 is pressed at least one chock 6 of first blocking element 3 together with on the CFK sheet material.After this CFK sheet material is disconnected above first blocking element.This optional method that is used for strengthening bearing structure leaves it at that.
Also have a kind of optional method below, compare with said method, three steps of the first step to the are identical, and the 4th step and the 5th step make the following changes:
In the 4th step, with CFK sheet material 4 pretensions, transship in other words conj.or perhaps 10-20%, at least one chock 6,6 ' be placed in the sleeve loosely wherein, rather than be pressed into.Possible cementing agent or fastening devices stably are fixed on chock on this position.
In the 5th step, pretightning force is partly discharged, wherein with at least one chock 6,6 ' to draw in or to be pressed in the sleeve 5 from the mode of wedging.Wherein, last essential pretightning force is retained.After this, CFK sheet material 4 is disconnected above first blocking element 3.The optional method that this another one is used for strengthening bearing structure leaves it at that.
Device of the present invention is particularly suitable for the trimming of concrete bearing structure, for example roof or bridge bearing body.In addition, device of the present invention also can be applied in all known application scenarios of traditional C FK sheet material, for example body of wall, wooden supporting body, steel work and seismic hardening.Simple pretension can farthest make full use of the strength characteristics of CFK sheet material.Pretightning force can produce pre-power at the tension side of load-carrying unit in addition, and this is favourable for for example bridge bearing body.
The characteristics of method are its good economy performance and can realize Fast Installation, and device has very high flexibility when arranging on bearing structure to be strengthened.
Claims (14)
1. has device CFK sheet material (4), that be used for strengthening bearing structure (1), it is characterized in that, the end of CFK sheet material (4) is provided with and increases attached structure (7), in other words conj.or perhaps one adheres to and connects bridge, the CFK sheet material feeds in each blocking element (3,3 '), and described CFK sheet material (4) is pressed in the described blocking element by at least one chock (6,6 ') respectively.
2. device according to claim 1 is characterized in that, increases attached structure (7) and adds and be located on the CFK sheet material (4) in single face ground at least.
3. device according to claim 1 and 2 is characterized in that, increase attached structure (7) in blocking element (3) zone at least in part with its covering.
4. according to each described device of claim 1 to 3, it is characterized in that, increase attached structure (7) by bonding adhesive, by the friction material of for example about 0.1-1.0mm granularity, by the film that is provided with friction material, by powder coating or plasma-coated the composition.
5. according to each described device of claim 1 to 4, it is characterized in that blocking element has a sleeve (5), sleeve is configured to pyramidal structure at inner face at least.
6. device according to claim 5 is characterized in that, sleeve (5) has a kind of rounded basically or oval-shaped interior cross section.
7. device according to claim 5 is characterized in that, sleeve (5) has a kind of interior cross section that is square or rectangle basically.
8. according to each described device of claim 1 to 7, it is characterized in that blocking element (3) is made by metal or plastics.
9. according to each described device of claim 1 to 8, it is characterized in that, increase between the inner face and chock (6,6 ') that attached structure (7) is positioned at sleeve (5), and cover them at least in part.
10. utilize the method for strengthening bearing structure (1) as each described device of claim 1 to 9, it is characterized in that,
1) recess (2,2 ') is set in bearing structure (1), in described recess, inserts supporting member, and be located,
2) according to following order, make CFK sheet material (4) pass first recess (2) and first supporting member successively, pass first blocking element (3), center on bearing structure (1), pass second recess (2 ') and second supporting member and pass second blocking element (3 '), stretch out from second blocking element until CFK sheet material (4)
3) in blocking element (3,3 ') zone, will increase attached structure (7) and be added to (4) on the CFK sheet material,
4) at least one chock (6 ') with second blocking element (3 ') is pressed in second sleeve (5 ') of CFK sheet material (4), and wherein this process is not realize under CFK sheet material (4) is subjected to the situation of pulling force,
5) at least one chock (6) of first blocking element (3) is squeezed into or is pressed into, and the top of CFK sheet material (4) at first blocking element (3) disconnected.
11. utilize the method for strengthening bearing structure (1) as each described device of claim 1 to 9, it is characterized in that,
1) recess (2,2 ') is set in bearing structure (1), in described recess, inserts supporting member, and be located,
2) according to following order, make CFK sheet material (4) pass first recess (2) and first supporting member successively, pass first blocking element (3), center on bearing structure (1), pass second recess (2 ') and second supporting member and pass second blocking element (3 '), stretch out from second blocking element until CFK sheet material (4)
3) in blocking element (3,3 ') zone, will increase attached structure (7) and be added to (4) on the CFK sheet material,
4) second sleeve (5 ') is pressed at least one chock (6 ') and CFK sheet material (4) of second blocking element (3 '), wherein this process is not realize under CFK sheet material (4) is subjected to the situation of pulling force,
5) first sleeve (5) is pressed at least one chock (6) and CFK sheet material (4) of first blocking element (3), and the top of CFK sheet material (4) at first blocking element (3) disconnected.
12., it is characterized in that described device is to install under the situation of pretension having or do not have according to claim 10 or 11 described methods.
13. utilize the method for strengthening bearing structure (1) as each described device of claim 1 to 9, it is characterized in that,
1) recess (2,2 ') is set in bearing structure (1), in described recess, inserts supporting member, and be located,
2) according to following order, make CFK sheet material (4) pass first recess (2) and first supporting member successively, pass first blocking element (3), center on bearing structure (1), pass second recess (2 ') and second supporting member and pass second blocking element (3 '), stretch out from second blocking element until CFK sheet material (4)
3) in blocking element (3,3 ') zone, will increase attached structure (7) and be added to (4) on the CFK sheet material,
4) with CFK sheet material (4) pretension, transship in other words conj.or perhaps 10-20%, wherein at least one chock (6,6 ') is placed in the sleeve (5) loosely, rather than is pressed into,
5) pretightning force is partly discharged, wherein with at least one chock (6,6 ') in sleeve (5) drawing in or to be pressed into from the mode of wedging, and the top of CFK sheet material (4) at first blocking element (3) disconnected.
14. each the described method according to claim 10 to 13 is characterized in that, described CFK sheet material (4) also bonds thereon at least in part around the tension side setting of bearing structure to be strengthened (1).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CH1101/2002 | 2002-06-26 | ||
| CH11012002 | 2002-06-26 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1662718A true CN1662718A (en) | 2005-08-31 |
Family
ID=29783972
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN038148684A Pending CN1662718A (en) | 2002-06-26 | 2003-06-25 | Device and method for the reinforcing of support structures |
Country Status (10)
| Country | Link |
|---|---|
| US (2) | US20060196146A1 (en) |
| EP (1) | EP1525360A1 (en) |
| JP (2) | JP2005530942A (en) |
| KR (1) | KR20050027097A (en) |
| CN (1) | CN1662718A (en) |
| AU (1) | AU2003240356A1 (en) |
| CA (1) | CA2490947A1 (en) |
| NZ (1) | NZ537872A (en) |
| RU (1) | RU2005101760A (en) |
| WO (1) | WO2004003316A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104126045A (en) * | 2012-02-21 | 2014-10-29 | Sika技术股份公司 | Device for introducing a force into tension members made of fiber-reinforced flat-strip plastic lamellas |
| CN113863707A (en) * | 2021-10-08 | 2021-12-31 | 合肥双诺建筑结构工程有限公司 | Reinforced concrete beam reinforced by carbon fiber cloth and reinforcing method |
| TWI817912B (en) * | 2023-03-25 | 2023-10-01 | 安能複材科技股份有限公司 | Pre-stressed fiber board structure and construction method |
| TWI824956B (en) * | 2023-03-25 | 2023-12-01 | 安能複材科技股份有限公司 | Prestressed fiberboard structure with oblique blocks |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH696767A5 (en) * | 2003-07-23 | 2007-11-30 | Sacac Schleuderbetonwerk Ag | Clamping and tension mount for temporary use of CFRP reinforcing bars with a circular cross section and associated CFRP reinforcing bars. |
| US7640712B1 (en) * | 2006-08-30 | 2010-01-05 | The Woodstone Company | Window glazing assembly having a carbon fiber insert member |
| DE102009016693A1 (en) * | 2009-04-07 | 2010-10-14 | Thomas Friedrich | Anchor sleeve for the anchoring of prestressed reinforcement elements |
| EP2420622A1 (en) * | 2010-08-18 | 2012-02-22 | Sika Technology AG | Device for the application of force to tension members from fiber-reinforced plastic plates |
| US9322508B2 (en) | 2011-09-01 | 2016-04-26 | University Of South Florida | Systems and methods for applying reinforcement material to existing structures |
| JP6043942B2 (en) * | 2011-12-21 | 2016-12-14 | 株式会社富士ボルト製作所 | Forming method of crimp structure |
| JP5236108B1 (en) | 2011-12-21 | 2013-07-17 | 株式会社富士ボルト製作所 | Forming method of crimp structure |
| CN103628697B (en) * | 2013-11-22 | 2016-06-29 | 广西科技大学 | The continuously shaped intelligent plate of fiber grating fibre reinforced composites pultrusion |
| US11236508B2 (en) * | 2018-12-12 | 2022-02-01 | Structural Technologies Ip, Llc | Fiber reinforced composite cord for repair of concrete end members |
| CN114753669B (en) * | 2022-04-27 | 2023-04-21 | 华中科技大学 | Combined FRP shearing-resistant reinforcing device and application thereof |
Family Cites Families (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3224259A (en) * | 1962-01-16 | 1965-12-21 | Instron Corp | Specimen grip for tensile testing apparatus |
| FR2045703B1 (en) * | 1969-06-24 | 1973-10-19 | Stup Procedes Freyssinet | |
| AT328156B (en) * | 1974-04-26 | 1976-03-10 | Felten & Guilleaume Ag Oester | ANCHORING DEVICE FOR CONNECTED RODS MADE OF A PLASTIC BODY AND IN PARTICULAR PARALLEL WIRES EMBEDDED IN THESE |
| EP0025856B1 (en) * | 1979-08-13 | 1984-07-25 | RESTRA-Patentverwertung GmbH | Device for anchoring the end of at least one rod of fibrous composite material used as a tensioning member in prestressed concrete constructions |
| US4307550A (en) * | 1980-02-29 | 1981-12-29 | Abraham Behar | Apparatus for pre-stressing concrete structural member |
| DE3438355A1 (en) * | 1984-10-19 | 1986-04-24 | Philipp Holzmann Ag, 6000 Frankfurt | Wedge anchorage for tensioning wire strands |
| JPH0514972Y2 (en) * | 1986-12-24 | 1993-04-21 | ||
| US4837995A (en) * | 1987-05-13 | 1989-06-13 | Mitsubishi Mining And Cement Co., Ltd. | Anchoring device for a tension member of prestressed concrete |
| JPH0625459B2 (en) * | 1988-10-31 | 1994-04-06 | 株式会社ピー・エス | Fixing method of PC tension material and fixing device thereof |
| JP2824911B2 (en) * | 1989-04-13 | 1998-11-18 | 東急建設株式会社 | Fixing method of carbon fiber reinforced plastic flat plate |
| CH687399A5 (en) * | 1992-04-06 | 1996-11-29 | Eidgenoessische Materialpruefung | Method and apparatus for Schubverstaerkung on a building part. |
| JP2636662B2 (en) * | 1993-03-02 | 1997-07-30 | 鹿島建設株式会社 | FRP tendon fixing device |
| US5671572A (en) * | 1994-02-11 | 1997-09-30 | Siller-Franco; Jose Luis | Method for externally reinforcing girders |
| US5802788A (en) * | 1994-02-22 | 1998-09-08 | Kabushiki Kaisha Komatsu Seisakusho Komatsu Plastics Industry Co., Ltd. | Fixing device for tensioning member for prestressed concrete |
| US6082063A (en) * | 1996-11-21 | 2000-07-04 | University Technologies International Inc. | Prestressing anchorage system for fiber reinforced plastic tendons |
| JP3240959B2 (en) * | 1997-06-11 | 2001-12-25 | 株式会社大林組 | Fixing tool for belt-shaped PC tendon |
| EP1016767A4 (en) * | 1997-09-16 | 2001-08-01 | Nippon Steel Corp | Structure for reinforcing concrete member and reinforcing method |
| DE19753318A1 (en) * | 1997-12-02 | 1999-06-10 | Sika Ag | Reinforcing element for load-bearing or load-transmitting components and method for fastening it to a component surface |
| JPH11210163A (en) * | 1998-01-28 | 1999-08-03 | Ps:Kk | Anchor of frp tensioner |
| JP3222831B2 (en) * | 1998-03-26 | 2001-10-29 | 安藤建設株式会社 | Seismic retrofit structure for column and beam members |
| JP2001040881A (en) * | 1999-08-02 | 2001-02-13 | Maeda Corp | Reinforcing structure for column-beam joint |
| US6513287B1 (en) * | 2000-09-05 | 2003-02-04 | Felix L. Sorkin | Apparatus for forming a dead-end anchorage of a post-tension system |
| US6684585B2 (en) * | 2001-05-30 | 2004-02-03 | Robert Campbell | Method and apparatus for providing a visual indication of the tension applied to a tendon of a post-tension system |
| US6718707B2 (en) * | 2002-02-22 | 2004-04-13 | Frederick S. Marshall | Cable end wedge lock |
| ITMI20022119A1 (en) * | 2002-10-04 | 2004-04-05 | Benito Zambelli | DEVICE FOR THE CONNECTION OF A BEAM TO PILLARS, |
-
2003
- 2003-06-25 AU AU2003240356A patent/AU2003240356A1/en not_active Abandoned
- 2003-06-25 CN CN038148684A patent/CN1662718A/en active Pending
- 2003-06-25 KR KR1020047021064A patent/KR20050027097A/en not_active Application Discontinuation
- 2003-06-25 NZ NZ537872A patent/NZ537872A/en unknown
- 2003-06-25 JP JP2004516405A patent/JP2005530942A/en not_active Withdrawn
- 2003-06-25 US US10/519,074 patent/US20060196146A1/en not_active Abandoned
- 2003-06-25 RU RU2005101760/03A patent/RU2005101760A/en unknown
- 2003-06-25 CA CA002490947A patent/CA2490947A1/en not_active Abandoned
- 2003-06-25 WO PCT/CH2003/000414 patent/WO2004003316A1/en active Application Filing
- 2003-06-25 EP EP03729772A patent/EP1525360A1/en not_active Withdrawn
-
2008
- 2008-10-03 US US12/285,412 patent/US20090044483A1/en not_active Abandoned
- 2008-12-10 JP JP2008314558A patent/JP2009108675A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104126045A (en) * | 2012-02-21 | 2014-10-29 | Sika技术股份公司 | Device for introducing a force into tension members made of fiber-reinforced flat-strip plastic lamellas |
| CN113863707A (en) * | 2021-10-08 | 2021-12-31 | 合肥双诺建筑结构工程有限公司 | Reinforced concrete beam reinforced by carbon fiber cloth and reinforcing method |
| CN113863707B (en) * | 2021-10-08 | 2022-09-30 | 合肥双诺建筑结构工程有限公司 | Reinforced concrete beam reinforced by carbon fiber cloth and reinforcing method |
| TWI817912B (en) * | 2023-03-25 | 2023-10-01 | 安能複材科技股份有限公司 | Pre-stressed fiber board structure and construction method |
| TWI824956B (en) * | 2023-03-25 | 2023-12-01 | 安能複材科技股份有限公司 | Prestressed fiberboard structure with oblique blocks |
Also Published As
| Publication number | Publication date |
|---|---|
| RU2005101760A (en) | 2005-10-27 |
| AU2003240356A1 (en) | 2004-01-19 |
| US20090044483A1 (en) | 2009-02-19 |
| WO2004003316A1 (en) | 2004-01-08 |
| JP2005530942A (en) | 2005-10-13 |
| JP2009108675A (en) | 2009-05-21 |
| CA2490947A1 (en) | 2004-01-08 |
| KR20050027097A (en) | 2005-03-17 |
| EP1525360A1 (en) | 2005-04-27 |
| NZ537872A (en) | 2007-01-26 |
| US20060196146A1 (en) | 2006-09-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1662718A (en) | Device and method for the reinforcing of support structures | |
| CN1131365C (en) | Reinforcement device for supporting structures | |
| US20210123253A1 (en) | Wall reinforcement system and method | |
| CN108843037B (en) | Construction method of prestressed fiber cloth reinforced beam tensioning and anchoring device | |
| CN106522574B (en) | A kind of breakdown pre-stressed carbon fiber tensioning equipment and its construction method | |
| US9317191B2 (en) | Pocketed concrete anchor | |
| CN1300421C (en) | Prestress combined beam, continuous prestress combined beam structure and producing connection method | |
| CN105781140A (en) | Self-anchored pre-stressed fiber reinforced composite cloth based concrete strengthening device and method | |
| CA2864257A1 (en) | Device for introducing a force into tension members made of fiber-reinforced flat-strip plastic lamellas | |
| CN102261166A (en) | Fiber reinforced polymer (FRP) sheet anchor device and anchoring method thereof | |
| CN103397702B (en) | A kind of composite material connection jiont for net frame point and method | |
| CN206273960U (en) | A kind of breakdown pre-stressed carbon fiber tensioning equipment | |
| KR20060126200A (en) | Fiber composite panel with tension head and concrete twofold strengthening method by post-tensioning using it | |
| CN109403655B (en) | Method for reinforcing concrete beam span | |
| CN113202323B (en) | Single-wedge-shaped-clamp-piece prestressed FRP plate tensioning and anchoring device and steel beam reinforcing method | |
| CN211736481U (en) | Carbon fiber plate anchorage device | |
| CN110029593A (en) | A kind of tensioning of the prestressed fiber cloth reinforced beam of multilayer and anchor | |
| CN220080888U (en) | Novel reinforcing apparatus of reinforced concrete beam and floor | |
| CN213203835U (en) | Reinforcing system for bridge | |
| KR102632994B1 (en) | A method of reinforcing concrete structures by forming grooves on the concrete reinforcement surface to increase adhesion then prestressing the carbon plate and anchoring the ends with shaped carbon fiber anchors | |
| CN217601842U (en) | Continuous beam web structure applying slow-bonding vertical prestress system | |
| DE10248267A1 (en) | Method for fitting wooden upright beam to foundation with a preformed reinforced connecting element fitted into a prepared socket | |
| CN113503040A (en) | Embedded type lower chord herringbone frame rib plate assembling type double T plate construction method | |
| CN1030807A (en) | Concrete pipe pile provided with temporary prestressing force | |
| CN113502974A (en) | Embedded type double-T plate with bottom chord herringbone frame rib plate assembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |