CN101041947A - Prestressed carbon fibre cloth stretching bed seat - Google Patents
Prestressed carbon fibre cloth stretching bed seat Download PDFInfo
- Publication number
- CN101041947A CN101041947A CN 200710020825 CN200710020825A CN101041947A CN 101041947 A CN101041947 A CN 101041947A CN 200710020825 CN200710020825 CN 200710020825 CN 200710020825 A CN200710020825 A CN 200710020825A CN 101041947 A CN101041947 A CN 101041947A
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- China
- Prior art keywords
- stretch
- bridge type
- type beam
- group
- carbon fibre
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Abstract
The invention discloses a pre-stress carbon fiber cloth tension table, wherein a group of lifting cylinders (1) is mounted under a bridge beam (2), one end of the bridge beam (2) is mounted with an anchor element (3) above while the anchor element is mounted with a roller shaft (5), a tension element (4) with a roller shaft (6) via a group of connectors (7) is mounted above another end of the bridge beam (2), at least two beams (10) are connected under the bridge beam (2) at same side of the tension element (4), a bearing plate (11) is connected under the two beams (10), the base of a group of tension cylinders (9) is mounted on the bottom of a frame tension clamper (8), and the tension clamper (8) is suspended at one end of the carbon fiber cloth. The invention can uniformly force pre-stress on the carbon fiber of carbon fiber cloth, with less stress consumption of pre-stress carbon fiber cloth at the load process to make construction simple and safe.
Description
Technical field
The present invention relates to building operations aids such as bridge, be specifically related to prestressed carbon fibre cloth stretching bed seat.
Background technology
At present, common carbon fibers cloth is applied to consolidation of concrete structure, the reinforcement technology is very ripe, but when common carbon fibers cloth is applied to consolidation of concrete structure, reinforcement, it is passive stressed that carbon cloth belongs to, the mechanical property of the high-strength tension of carbon cloth is not fully exerted, thereby has caused the waste of material.
Summary of the invention
The objective of the invention is to: provide a kind of prestressed carbon cloth to rise and draw pedestal, utilize this pedestal can apply the prestressing force of certain numerical value to carbon cloth, the mechanical property of the high-strength tension of performance carbon cloth, prestressed carbon cloth is sticked on concrete beam basal surface to be reinforced, and pasting success rate can reach more than 90%.
Technical solution of the present invention is: this pedestal is by hoist cylinder, bridge type beam, anchoring piece, the stretch-draw part, roll shaft, connector, tension clamp, the stretch-draw oil cylinder, crossbeam, stressed plate is formed, one group of hoist cylinder is installed below bridge type beam, the anchoring piece of mounting strap roll shaft above an end of bridge type beam, above the other end of bridge type beam, pass through the stretch-draw part of one group of connector mounting strap roll shaft, below the bridge type beam that is positioned at stretch-draw part homonymy, connect at least two crossbeams, the below of two crossbeams connects stressed plate, the base of one group of stretch-draw oil cylinder is placed on the bottom face of frame type tension clamp, and the tension clamp suspension type is fixed on an end of carbon cloth.
In the prestressed carbon fibre cloth stretching bed seat of the present invention, bridge type beam can segmentation connect the adjustable length of bridge type beam.
In the prestressed carbon fibre cloth stretching bed seat of the present invention, between bridge type beam and carbon cloth, establish one group of auxiliary support frame.
In the prestressed carbon fibre cloth stretching bed seat of the present invention, setting pressure table on the stretch-draw oil cylinder.
During construction, by the technical scheme installed base, carbon cloth one end of cutting processing is fixed on the fixed axis of bridge type beam of anchoring piece side, carbon cloth draws to the roll shaft of stretch-draw part by the roll shaft top of anchoring piece, the other end of carbon cloth is fixed by the fixed axis on the frame type tension clamp, tension clamp is placed in and is positioned at the roll shaft below between two crossbeams, the base of stretch-draw oil cylinder is placed on the bottom face of frame type tension clamp, open the stretch-draw oil cylinder, the stressed plate that the plug cock of stretch-draw oil cylinder is aimed at two crossbeams upwards applies reverse prestressing force to carbon cloth, when reaching the design prestress value, screw the mechanical lock of stretch-draw oil cylinder, and one group of auxiliary support frame is placed in tensioning carbon cloth between carbon cloth and the bridge type beam, apply bonding agent on the carbon cloth, open one group of hoist cylinder jacking pedestal, carbon cloth is sticked on the concrete beam basal surface to be reinforced.
The present invention has the following advantages: 1. the carbon fiber wire of carbon cloth is stressed evenly; 2. prestressing force numerical value applies accurately; 3. prestressed carbon cloth is in that to hold lotus stage stress loss little; 4. constructing operation is simple and safe.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Among the figure: 1. hoist cylinder, 2. bridge type beam, 3. anchoring piece, 4. stretch-draw part, 5,6. roll shaft, 7. connector, 8. tension clamp, 9. stretch-draw oil cylinder, 10. crossbeam, 11. stressed plates, 12. carbon cloths, 13,14. fixed axis, 15. auxiliary support frames, 16. pressure meters.
The specific embodiment
As shown in Figure 1, this pedestal is by hoist cylinder 1, bridge type beam 2, anchoring piece 3, stretch-draw part 4, roll shaft 5,6, connector 7, tension clamp 8, stretch-draw oil cylinder 9, crossbeam 10, stressed plate 11 is formed, one group of hoist cylinder 1 is installed below bridge type beam 2, the anchoring piece 3 of mounting strap roll shaft 5 above an end of bridge type beam 2, above the other end of bridge type beam 2, pass through the stretch-draw part 4 of one group of connector 7 mounting strap roll shaft 6, below the bridge type beam 2 that is positioned at stretch-draw part 4 homonymies, connect at least two crossbeams 10, the below of two crossbeams 10 connects stressed plate 11, the base of one group of stretch-draw oil cylinder 9 is placed on the bottom face of frame type tension clamp 8, and tension clamp 8 suspension types are fixed on an end of carbon cloth 12.
In the prestressed carbon fibre cloth stretching bed seat of the present invention, bridge type beam 2 segmentations connect, the adjustable length of bridge type beam 2.
In the prestressed carbon fibre cloth stretching bed seat of the present invention, between bridge type beam 2 and carbon cloth 12, establish one group of auxiliary support frame 15.
In the prestressed carbon fibre cloth stretching bed seat of the present invention, setting pressure table 16 on stretch-draw oil cylinder 9.
During construction, by the technical scheme installed base, carbon cloth 12 1 ends of cutting processing are fixed on the fixed axis 13 of bridge type beam 2 of anchoring piece 3 sides, carbon cloth 12 draws roll shaft 6 to stretch-draw part 4 by roll shaft 5 tops of anchoring piece 3, the other end of carbon cloth 12 is fixing by the fixed axis on the frame type tension clamp 8 14, tension clamp 8 is placed in and is positioned at roll shaft 6 belows between two crossbeams 10, the base of stretch-draw oil cylinder 9 is placed on the bottom face of frame type tension clamp 8, open stretch-draw oil cylinder 9, the stressed plate 11 that the piston of stretch-draw oil cylinder is aimed at two crossbeams 10 upwards applies reverse prestressing force to carbon cloth, when reaching the design prestress value by pressure meter 16, screw the mechanical lock of stretch-draw oil cylinder 9, and one group of auxiliary support frame 15 is placed in tensioning carbon cloth between carbon cloth and the bridge type beam, coated with adhesive on the carbon cloth 12, open one group of hoist cylinder, 1 jacking pedestal, carbon cloth 12 is sticked on the concrete beam basal surface to be reinforced.
Claims (4)
1. prestressed carbon fibre cloth stretching bed seat, it is characterized in that: this pedestal is by hoist cylinder (1), bridge type beam (2), anchoring piece (3), stretch-draw part (4), roll shaft (5,6), connector (7), tension clamp (8), stretch-draw oil cylinder (9), crossbeam (10), stressed plate (11) is formed, in the below of bridge type beam (2) one group of hoist cylinder (1) is installed, the anchoring piece (3) of mounting strap roll shaft (5) above an end of bridge type beam (2), pass through the stretch-draw part (4) of one group of connector (7) mounting strap roll shaft (6) in the other end top of bridge type beam (2), connect at least two crossbeams (10) in bridge type beam (2) below that is positioned at stretch-draw part (4) homonymy, the below of two crossbeams (10) connects stressed plate (11), the base of one group of stretch-draw oil cylinder (9) is placed on the bottom face of frame type tension clamp (8), and tension clamp (8) suspension type is installed in an end of carbon cloth.
2. prestressed carbon fibre cloth stretching bed seat according to claim 1 is characterized in that: bridge type beam (2) segmentation connects.
3. prestressed carbon fibre cloth stretching bed seat according to claim 1 is characterized in that: establish one group of auxiliary support frame (15) between bridge type beam (2) and carbon cloth (12).
4. prestressed carbon fibre cloth stretching bed seat according to claim 1 is characterized in that: go up setting pressure table (16) at stretch-draw oil cylinder (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200710020825XA CN100478523C (en) | 2007-04-04 | 2007-04-04 | Prestressed carbon fibre cloth stretching bed seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200710020825XA CN100478523C (en) | 2007-04-04 | 2007-04-04 | Prestressed carbon fibre cloth stretching bed seat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101041947A true CN101041947A (en) | 2007-09-26 |
| CN100478523C CN100478523C (en) | 2009-04-15 |
Family
ID=38807721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200710020825XA Expired - Fee Related CN100478523C (en) | 2007-04-04 | 2007-04-04 | Prestressed carbon fibre cloth stretching bed seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100478523C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195255A (en) * | 2013-03-29 | 2013-07-10 | 华北水利水电学院 | Construction method for prestressed carbon-fiber reinforced plastic (CFRP) reinforced concrete beam |
| CN114458019A (en) * | 2022-03-11 | 2022-05-10 | 中铁二十四局集团有限公司 | Prestressed tensioning trolley |
-
2007
- 2007-04-04 CN CNB200710020825XA patent/CN100478523C/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195255A (en) * | 2013-03-29 | 2013-07-10 | 华北水利水电学院 | Construction method for prestressed carbon-fiber reinforced plastic (CFRP) reinforced concrete beam |
| CN103195255B (en) * | 2013-03-29 | 2015-07-15 | 华北水利水电学院 | Construction method for prestressed carbon-fiber reinforced plastic (CFRP) reinforced concrete beam |
| CN114458019A (en) * | 2022-03-11 | 2022-05-10 | 中铁二十四局集团有限公司 | Prestressed tensioning trolley |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100478523C (en) | 2009-04-15 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090415 Termination date: 20120404 |