CN208168419U - A kind of pre-stressed carbon fiber plate wedge shape anchorage - Google Patents
A kind of pre-stressed carbon fiber plate wedge shape anchorage Download PDFInfo
- Publication number
- CN208168419U CN208168419U CN201820518001.9U CN201820518001U CN208168419U CN 208168419 U CN208168419 U CN 208168419U CN 201820518001 U CN201820518001 U CN 201820518001U CN 208168419 U CN208168419 U CN 208168419U
- Authority
- CN
- China
- Prior art keywords
- wedge
- anchor
- carbon fiber
- wedge shape
- shaped
- 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.)
- Active
Links
Abstract
The utility model relates to a kind of pre-stressed carbon fiber plate wedge shape anchorages, it includes carbon fiber board, anchor set, wedge-shaped anchor slab, boss and adhesive glue, the contact surface of the wedge shape anchor slab and anchor set is spherical surface, the anchor, which is put on, is provided with wedge insert compatible with the wedge shape anchor slab, the upper and lower end face of the wedge insert is the spherical structure being recessed inwardly, and the upper and lower end face of the upper and lower two wedge-shaped anchor slabs is the spherical structure outwardly protruded;Multiple boss are symmetrically arranged on the stitching surface of the upper and lower two wedge-shaped anchor slabs, the stitching surface of the wedge shape anchor slab is coated with the adhesive glue, after the upper and lower two wedge-shaped anchor slab splits in the wedge insert of anchor set, the boss on the wedge shape anchor slab, which is laminated, is anchored at the carbon fiber board in the anchor set.
Description
Technical field
The utility model relates to a kind of pre-stressed carbon fiber plate wedge shape anchorages, belong to engineering reinforcement technical field.
Background technique
The engineering developments such as China's building, highway, railway, water conservancy many years, many building bodies, supporting member, highway, railway
Bridge, dam block body etc., longtime running, performance indicator is insufficient, need to carry out reinforcing enhancing.The reinforcement technique of prestressing force active in recent years
It obtains popularizing and use, economic and social benefit highly significant, and have short time limit, execution conditions convenience, maintain former bridge looks
Etc. advantages.And carbon fiber board material due to its intensity height, fatigue resistance, damping property, good corrosion resistance the characteristics of, strengthening construction side
Just, the period is short, does not increase the advantages that dead load, in engineering reinforcement application increasingly extensively.Therefore, how carbon fiber is applied
Prestressing force and reliably anchoring are the critical issues for having to solve in carbon fiber reinforcement engineering.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of pre-stressed carbon fibers that anchoring property is reliable and stable
Plate wedge shape anchorage.
To solve the above problems, technical solution adopted in the utility model is:
A kind of pre-stressed carbon fiber plate wedge shape anchorage comprising carbon fiber board, anchor set, wedge-shaped anchor slab, boss and adhesive glue,
The contact surface of the wedge shape anchor slab and anchor set is spherical surface, and the anchor, which is put on, is provided with wedge compatible with the wedge shape anchor slab
Shape inner hole, the upper and lower end face of the wedge insert are the spherical structure being recessed inwardly, above and below upper and lower two wedge shape anchor slabs
End face is the spherical structure outwardly protruded;It is symmetrically arranged on the stitching surface of the upper and lower two wedge-shaped anchor slabs multiple described convex
Platform, the stitching surface of the wedge shape anchor slab are coated with the adhesive glue, are embedded at the anchor after the upper and lower two wedge-shaped anchor slab splits
In the wedge insert of set, the boss on the wedge shape anchor slab, which is laminated, is anchored at the carbon fiber board in the anchor set.
The cross section rectangular and trapezoidal shapes of the boss as a further improvement of the utility model,.
The anchor set is provided with engaging lug as a further improvement of the utility model, is provided with connecting hole on engaging lug.
Generated beneficial effect is by adopting the above technical scheme:
By being obtained to this anchorage a large number of experiments:The indexs such as different size pre-stressed carbon fiber plate tensile strength, elongation
Measured value is superior to national standard;Efficiency of anchorage is all larger than 0.95, is better than prestressed slab(Muscle)National standard;Prestressing force
Carbon fiber board is broken form as diversity destruction, effectively reduces stress concentration phenomenon;Anchorage after the fracture of pre-stressed carbon fiber plate
It without sliding and is destroyed with its holding position, has given full play to the mechanical property of pre-stressed carbon fiber plate;Using mechanical anchoring skill
Art is verified through a large number of experiments, and stability and reliability are examined.Disclosed pre-stressed carbon fiber described in the utility model
Plate wedge shape anchorage is small in size, light-weight, and the processing is simple, and convenient construction, anchoring property is reliable and stable, substantially reduces anchorage and is fabricated to
This.
It when two wedge-shaped anchor slab pressings, matches with the wedge insert of anchor set, the upper and lower end face of wedge insert is to concave
Sunken spherical structure, the upper and lower end face of the upper and lower two wedge-shaped anchor slabs are the spherical structure outwardly protruded, two wedge-shaped anchor slabs
Small end can by the big end of wedge insert be inserted into wedge insert in, when to carbon fiber board apply pulling force inward hole small extreme direction draw
When, wedge-shaped inner hole be conducive to carbon fiber board tension locking, avoid carbon fiber board anchoring loosen, strengthen anchoring stability,
Reliability.
The contact surface of wedge-shaped anchor slab and anchor set is spherical surface, reduces anchor set and causes because of the deformation that carbon fiber board stress generates
Stress concentrate, make wedge-shaped anchor slab press when stress it is more balanced, strengthen stability, the reliability of anchoring;Avoid two wedges
The tension small end excessive compression carbon fiber board of shape anchor slab, the stress for reducing carbon fiber board are concentrated, and making for carbon fiber board is increased
Use life and reliability.
It is provided with circular arc chamfering at the pressing of the tension small end of two wedge-shaped anchor slabs, two when avoiding carbon fiber board tension
The stress of carbon fiber board is caused to concentrate at the pressing small end of wedge-shaped anchor slab.Wedge-shaped anchor slab be in contact with the wedge insert that anchor covers four
Four interior angles that a stupefied, wedge insert is contacted with wedge-shaped anchor slab are provided with circular arc chamfering, make when avoiding wedge-shaped anchor slab tension
At anchor set and the stress of wedge-shaped anchor slab concentrate, increase the reliability of anchor set.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the schematic cross-sectional view of the utility model.
Fig. 2 is the left view structural representation of the utility model.
Fig. 3 is the overlooking structure diagram of the utility model.
Wherein:1 carbon fiber board, 2 anchor sets, 3 wedge-shaped anchor slabs, 4, boss, 5 adhesive glues, 6 spherical surfaces, 7 connecting holes, 8 engaging lugs.
Specific embodiment
To keep the purpose of this utility model, technical solution and advantage clearer, in the following with reference to the drawings and specific embodiments
Clear, complete description is carried out to utility model.
Existing pre-stressed carbon fiber plate anchorage technology, there are the anchorings of pre-stressed carbon fiber plate to loosen, bites broken, and anchoring property is steady
The problem of qualitative, poor reliability, develops a kind of pre-stressed carbon fiber plate wedge as shown in Figs. 1-3 in order to solve this problem
Shape anchorage comprising carbon fiber board 1, anchor set 2, wedge-shaped anchor slab 3, boss 4 and adhesive glue, the wedge shape anchor slab 3 and anchor set 2
Contact surface be spherical surface 6, wedge insert compatible with the wedge-shaped anchor slab 3, the wedge insert are provided on anchor set 2
Upper and lower end face be the spherical structure being recessed inwardly, the upper and lower end face of upper and lower two wedge-shaped anchor slabs 3 is the ball outwardly protruded
Face structure;Multiple boss 4 are symmetrically arranged on the stitching surface of the upper and lower two wedge-shaped anchor slabs 3, the wedge shape anchor slab 3
Stitching surface is coated with the adhesive glue 5, after upper and lower two 3 splits of the wedge-shaped anchor slab in the wedge insert of anchor set 2,
Boss 4 on the wedge shape anchor slab 3, which is laminated, is anchored at the carbon fiber board 1 in the anchor set 2.In the present embodiment, institute
The cross section rectangular and trapezoidal shapes of boss 4 are stated, the top surface of boss 4 forms seal face, and multiple seal faces that multiple boss 4 are formed can
Carbon fiber board 1 is effectively compressed, prevents carbon fiber board 1 from loosening.
As shown in Figure 1-3, the contact surface of wedge-shaped anchor slab 3 and anchor set 2 is spherical surface 6, reduce anchor set 2 because carbon fiber board 1 by
Power generate deformation and caused by stress concentrate, make wedge-shaped anchor slab 3 press when stress it is more balanced, strengthen anchoring stability,
Reliability;The tension small end excessive compression carbon fiber board 1 for avoiding two wedge-shaped anchor slabs 3, reduces the stress collection of carbon fiber board 1
In, increase the service life and reliability of carbon fiber board 1.The upper and lower end face of wedge insert is the spherical structure being recessed inwardly, on
The upper and lower end face of the lower two wedge-shaped anchor slabs 3 is the spherical structure outwardly protruded, and one end is big by one after two wedge-shaped anchor slabs 3 press
Hold small, the small end of two wedge-shaped anchor slabs 3 can be inserted into wedge insert by the big end of wedge insert, be drawn when applying to carbon fiber board 1
When the small extreme direction of power inward hole is drawn, two wedge-shaped anchor slabs 3 and the inner hole of wedge shape are conducive to the locking of 1 tension of carbon fiber board, avoid
The anchoring of carbon fiber board 1 loosens.
Four stupefied, wedge inserts that the wedge insert of wedge-shaped anchor slab 3 and anchor set 2 is in contact contacted with wedge shape anchor slab 3 four
A interior angle is provided with circular arc chamfering, when avoiding wedge-shaped 3 tension of anchor slab caused by the stress of anchor set 2 and wedge-shaped anchor slab 3 concentrate,
Increase the reliability of anchor set 2.
The anchor set 2 is provided with engaging lug 8, and connecting hole 7 is provided on engaging lug 8, passes through engaging lug 8 in construction, connects
Hole 7 is connect wedge-shaped anchorage to be arranged in together with other connectors on the object for being pre-tightened reinforcing.
In work progress, two wedge-shaped anchorages are symmetricly set on and are pre-tightened on the object reinforced(In two wedge-shaped anchorages
The small extreme direction in hole is opposite), the wedge-shaped anchorage of side be fixed on by pre-tighten reinforce object on, the other side is slidably arranged in connection
On part(Wedge-shaped anchorage can slide back and forth on connector along the direction that pretightning force applies), connector, which is fixed on, is pre-tightened reinforcing
On object.Then the wedge-shaped anchor slab 3 of two sides is respectively pressed into the inner hole of anchor set 2 by pretightning force, the wedge-shaped anchor of two of every side
3 seal face of plate is mutually twisted, by 1 stable anchorage of pre-stressed carbon fiber plate in inner hole.Then it pulls and is slidably arranged in connector
On wedge-shaped anchorage apply pretightning force will be slidably arranged on connector when the pretightning force of carbon fiber board 1 reaches certain value
Wedge-shaped anchorage is fixed, and construction is completed.
By being obtained to this anchorage a large number of experiments:The indexs such as different size pre-stressed carbon fiber plate tensile strength, elongation
Measured value is superior to national standard;Efficiency of anchorage is all larger than 0.95, better than the national standard of presstressed reinforcing steel;Prestressing force carbon fiber
Plate fracture form is tieed up as diversity destruction, effectively reduces stress concentration phenomenon;Pre-stressed carbon fiber plate fracture after anchorage and its
Holding position is without sliding and destroys, and has given full play to the mechanical property of pre-stressed carbon fiber plate;Using mechanical anchorage technology, warp
A large number of experiments verifying, stability and reliability are examined.Disclosed pre-stressed carbon fiber plate wedge described in the utility model
Shape anchorage anchors is process using high strength steel plate, and the anchoring of pre-stressed carbon fiber plate is reliable and stable, also has small in size, weight
Gently, the processing is simple, convenient construction, and the reliable and stable advantage of anchoring property substantially reduces anchorage cost of manufacture.
Finally it should be noted that:Above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations;
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that:
It can still modify to technical solution documented by previous embodiment, or be equal to part of technical characteristic
Replacement;And these are modified or replaceed, the utility model embodiment technical solution that it does not separate the essence of the corresponding technical solution
Spirit and scope.
Claims (3)
1. a kind of pre-stressed carbon fiber plate wedge shape anchorage, it is characterised in that:It includes carbon fiber board(1), anchor set(2), wedge-shaped anchor
Plate(3), boss(4)And adhesive glue(5), the wedge shape anchor slab(3)With the anchor set(2)Contact surface be spherical surface(6), the anchor
Set(2)On be provided with and the wedge-shaped anchor slab(3)Compatible wedge insert, the upper and lower end face of the wedge insert are to concave
Sunken spherical structure, the upper and lower two wedge-shaped anchor slabs(3)Upper and lower end face be the spherical structure outwardly protruded;Upper and lower two institutes
State wedge-shaped anchor slab(3)Stitching surface on be symmetrically arranged with multiple boss(4), the wedge shape anchor slab(3)Stitching surface be coated with
The adhesive glue(5), the upper and lower two wedge-shaped anchor slabs(3)The anchor set is embedded at after split(2)Wedge insert in, it is described
Wedge-shaped anchor slab(3)On boss(4)It is laminated the carbon fiber board(1)It is anchored at the anchor set(2)In.
2. a kind of pre-stressed carbon fiber plate wedge shape anchorage according to claim 1, it is characterised in that:The boss(4)'s
Cross section rectangular and trapezoidal shapes.
3. a kind of pre-stressed carbon fiber plate wedge shape anchorage according to claim 1, it is characterised in that:The anchor set(2)If
It is equipped with engaging lug(8), engaging lug(8)On be provided with connecting hole(7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820518001.9U CN208168419U (en) | 2018-04-12 | 2018-04-12 | A kind of pre-stressed carbon fiber plate wedge shape anchorage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820518001.9U CN208168419U (en) | 2018-04-12 | 2018-04-12 | A kind of pre-stressed carbon fiber plate wedge shape anchorage |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208168419U true CN208168419U (en) | 2018-11-30 |
Family
ID=64372718
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820518001.9U Active CN208168419U (en) | 2018-04-12 | 2018-04-12 | A kind of pre-stressed carbon fiber plate wedge shape anchorage |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208168419U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301637A (en) * | 2018-04-12 | 2018-07-20 | 贝正河北工程技术有限公司 | A kind of pre-stressed carbon fiber plate wedge shape anchorage |
-
2018
- 2018-04-12 CN CN201820518001.9U patent/CN208168419U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301637A (en) * | 2018-04-12 | 2018-07-20 | 贝正河北工程技术有限公司 | A kind of pre-stressed carbon fiber plate wedge shape anchorage |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201460241U (en) | Prestress high-strength steel mesh anchorage | |
CN208578344U (en) | A kind of intermediate plate type articulated anchor device of fiber reinforced composite board | |
CN102182326B (en) | Strengthening method for concrete flexural member | |
CN208168419U (en) | A kind of pre-stressed carbon fiber plate wedge shape anchorage | |
CN207685692U (en) | A kind of road and bridge crack ruggedized construction | |
CN109881842A (en) | A kind of FRP sheet material change chucking power wave-shaped splint anchor | |
CN204589815U (en) | Prefabricated assembled FRP-steel-concrete combined bridge deck | |
CN101942812A (en) | Bridge reinforcing method | |
CN202164745U (en) | Carbon fiber plate anchorage device using corrugated clamp plate and soft backing plate | |
CN108301637A (en) | A kind of pre-stressed carbon fiber plate wedge shape anchorage | |
CN203904854U (en) | Prestress carbon plate anchor | |
CN102587585B (en) | Flat turn regulation pre-tightening type directional clamping anchor | |
CN203383157U (en) | Wedge-shaped anchor device adopting high-strength fiber material | |
CN216739580U (en) | Precast concrete pile | |
CN201952981U (en) | Fiber reinforce plastic (FRP) sheet fabricated end anchorage device for reinforcing building body | |
CN105569373B (en) | A kind of method and device of controllable FRP ruggedized constructions ductility | |
CN206158015U (en) | Prestressed carbon fiber plate anchor | |
CN114673259A (en) | Structure for improving ductility of assembled combined structure and construction method | |
CN211006309U (en) | Novel quick detachable formula steel-concrete composite beam shear force connector | |
CN216275285U (en) | Large-tonnage prestressing force carbon fiber plate ground tackle | |
CN208803704U (en) | A kind of capping beam template structure | |
CN208918125U (en) | Prefibers plate | |
CN208121542U (en) | A kind of steel-ultra-high performance concrete adapter section | |
CN213015527U (en) | Prestressed carbon fiber plate anchoring device | |
CN201209292Y (en) | Anchorage special for combination corrugation changing fibre sheet material |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |