CN208869940U - A kind of foot bridge CFRP drag-line bonding extrusion pressing type anchor structure - Google Patents
A kind of foot bridge CFRP drag-line bonding extrusion pressing type anchor structure Download PDFInfo
- Publication number
- CN208869940U CN208869940U CN201821375814.3U CN201821375814U CN208869940U CN 208869940 U CN208869940 U CN 208869940U CN 201821375814 U CN201821375814 U CN 201821375814U CN 208869940 U CN208869940 U CN 208869940U
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- Prior art keywords
- sleeve
- reinforcing bar
- cfrp
- containment member
- under
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Abstract
The utility model provides a kind of foot bridge CFRP drag-line bonding extrusion pressing type anchor structure, includes capping, nut, sleeve, holds stifled, CFRP reinforcing bar, containment member;The sleeve is cylindrical structure, this sleeve and cover rim by solder bond, and it is seamless filled in the gap between the two junction have containment member, which is formed by adhesive glue processing;The nut is fixed on cartridges sides in the form being embedded in;The end get lodged in strong pressure effect under it is seamless fill between sleeve inner and CFRP reinforcing bar, fitted closely with sleeve inner and CFRP reinforcing bar;The CFRP reinforcing bar under the action of strong pulling force straight run through sleeve, around dense packing effect have containment member;The containment member is closely poured among sleeve under the action of strong pressure.
Description
Technical field
The utility model relates to inhaul cable anchorage structure, especially a kind of foot bridge CFRP drag-line bonding extrusion pressing type anchoring knot
Structure.
Background technique
With the continuous growth of span of bridge, traditional steel cable is due to from great, cable sag effect is obvious, load-carrying efficiency is low etc.
Disadvantage limits the promotion of super-span span of bridge.While the fatigue strength of traditional steel cable is not high, poor corrosion resistance, steel
The service life of drag-line greatly shortens under in fatigue and the wine cooperation of corrosion, affects the long service performance of steel cable.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of CFRP drag-line bonding extruding is provided
Type anchor structure, the structure can not only effectively mitigate the self weight of drag-line, increase the across footpath of super-span bridge, and can also be effective
Raising drag-line long service performance, for improve super-span bridge short-term, long-term behaviour provide an effective approach.
A kind of foot bridge CFRP drag-line bonding extruding that in order to achieve the above purposes, the technical solution adopted by the utility model is:
Type anchor structure includes capping, nut, sleeve, holds stifled, CFRP reinforcing bar, containment member;The sleeve is cylindrical structure,
This sleeve and cover rim by solder bond, and it is seamless filled in the gap between the two junction have containment member, this is close
Envelope component is formed by adhesive glue processing;The nut is fixed on cartridges sides in the form being embedded in;The end, which is got lodged in, suppresses masterpiece
It is seamless under to fill between sleeve inner and CFRP reinforcing bar, it is fitted closely with sleeve inner and CFRP reinforcing bar;The CFRP steel
Muscle under the action of strong pulling force straight run through sleeve, around dense packing effect have containment member;The containment member is in strong pressure
Under the action of, closely it is poured among sleeve.
The beneficial effects of the utility model are: the structure can not only effectively mitigate the self weight of drag-line, increase super large bridge
The across footpath of beam, and the long service performance of drag-line can also be effectively improved, for short-term, the long-term behaviour for improving super-span bridge
Provide an effective approach.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but and restriction of the composition to the utility model.
Fig. 1 is the structural schematic diagram of the guy system.
Wherein: 1- capping, 2- nut, 3- sleeve, the end 4- is blocked up, 5-CFRP reinforcing bar, 6- bond colloid.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of foot bridge CFRP drag-line bonds extrusion pressing type anchor structure, it include 1- capping, 2- nut, 3-
Sleeve, the end 4- be stifled, 5-CFRP reinforcing bar, 6- containment member;The 3- sleeve is cylindrical structure, this 3- sleeve and 1- cover rim
By solder bond, and it is seamless filled in the gap between the two junction have 6- containment member, the 6- containment member is by bonding
Glue processing is formed;The 2- nut is fixed on 3- cartridges sides in the form being embedded in;The end 4- gets lodged in strong pressure and acts on lower nothing
Seam is filled between 3- sleeve inner and 5-CFRP reinforcing bar, is fitted closely with 3- sleeve inner and 5-CFRP reinforcing bar;The 5-
CFRP reinforcing bar under the action of strong pulling force straight run through 3- sleeve, around dense packing effect have 6- containment member;The 6- sealing
Component is closely poured among 3- sleeve under the action of strong pressure.
The technology contents and technical characteristic of the utility model have revealed that as above those skilled in the art still may base
In the utility model teaching and make the replacement and modification without departing substantially from the utility model in essence, therefore, the utility model protection
Range is not limited to the revealed content of embodiment, also includes various replacements and modification without departing substantially from the utility model in essence.
Claims (1)
1. a kind of foot bridge CFRP drag-line bonds extrusion pressing type anchor structure, it is characterised in that: include capping, nut, sleeve, end
Stifled, CFRP reinforcing bar, containment member;The sleeve is cylindrical structure, this sleeve and cover rim pass through solder bond, and the two
Seamless filled in gap between junction to have containment member, which is formed by adhesive glue processing;The nut is with embedding
The form entered is fixed on cartridges sides;The end get lodged under strong pressure effect it is seamless fill in sleeve inner and CFRP reinforcing bar it
Between, it is fitted closely with sleeve inner and CFRP reinforcing bar;The CFRP reinforcing bar runs through sleeve, week straight under the action of strong pulling force
Enclosing dense packing effect has containment member;The containment member is closely poured among sleeve under the action of strong pressure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821375814.3U CN208869940U (en) | 2018-08-24 | 2018-08-24 | A kind of foot bridge CFRP drag-line bonding extrusion pressing type anchor structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821375814.3U CN208869940U (en) | 2018-08-24 | 2018-08-24 | A kind of foot bridge CFRP drag-line bonding extrusion pressing type anchor structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208869940U true CN208869940U (en) | 2019-05-17 |
Family
ID=66465609
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821375814.3U Expired - Fee Related CN208869940U (en) | 2018-08-24 | 2018-08-24 | A kind of foot bridge CFRP drag-line bonding extrusion pressing type anchor structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208869940U (en) |
-
2018
- 2018-08-24 CN CN201821375814.3U patent/CN208869940U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190517 Termination date: 20190824 |
|
CF01 | Termination of patent right due to non-payment of annual fee |