CN208604971U - Anchoring structure of a carbon fiber board - Google Patents
Anchoring structure of a carbon fiber board Download PDFInfo
- Publication number
- CN208604971U CN208604971U CN201820651516.6U CN201820651516U CN208604971U CN 208604971 U CN208604971 U CN 208604971U CN 201820651516 U CN201820651516 U CN 201820651516U CN 208604971 U CN208604971 U CN 208604971U
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- carbon fiber
- fiber board
- wedge
- bonding agents
- wedged hole
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Abstract
本实用新型公开了一种碳纤维板的锚固结构，所述碳纤维板的一端锚固在锚板的楔形孔内，所述锚固的碳纤维板一端的下板面通过第一粘接剂与楔形孔内的下表面粘接或者通过第一粘接剂粘接其他部件与楔形孔内的下表面接触，相对的上板面上设置有通过第二粘接剂粘接固定有楔形夹片，所述楔形夹片远离所述碳纤维板的一面与楔形孔内的上表面接触。根据本公开的一个实施例，本实用新型相对于双夹片锚具，本实用新型中的碳纤维板能够更加贴近混凝土构件。
The utility model discloses an anchoring structure of a carbon fiber plate. One end of the carbon fiber plate is anchored in a wedge-shaped hole of the anchor plate, and the lower plate surface of one end of the anchored carbon fiber plate is connected to the wedge-shaped hole through a first adhesive. The lower surface is bonded or bonded with the first adhesive to other components in contact with the lower surface in the wedge-shaped hole, and the opposite upper plate is provided with a wedge-shaped clip bonded and fixed by the second adhesive. The side of the sheet away from the carbon fiber sheet is in contact with the upper surface inside the wedge-shaped hole. According to an embodiment of the present disclosure, compared with the double-clamp anchor of the present invention, the carbon fiber board in the present invention can be closer to the concrete member.
Description
Technical field
The utility model relates to technical field of civil engineering, more particularly, to a kind of anchor structure of carbon fiber board.
Background technique
In recent years, with the development of material science and technology, new material, new technology are continued to bring out, and are applied to aviation originally
The fibre reinforced composites (FRP) in the fields such as space flight, automobile manufacture are introduced into field of civil engineering.China was from 80 years 20th century
For the later period, start Building Strengthened by FRP Sheets technology being applied to repairing and reinforcement civil engineering work structure, until the nineties
Latter stage, in the reinforcement and repair engineering of bridge, tunnel, hydraulic engineering and other unique constructions, fibre reinforced composites hair
Wave increasingly important role.
Pre-stressed carbon fiber plate (one kind of fibre reinforced composites) is for one kind that reinforcement bridge is that last decade occurs
New technique scheme, the program combine carbon fiber board reinforcement technique and external prestressing strengthening technology, can effectively improve structure
Bearing capacity reduces malformation, improves the rigidity of structure, can give full play to the material advantage of the superpower tensile property of carbon fiber board.
Just from the point of view of present Research now, carbon fiber board mostly uses double grip-pieces anchorage to anchor, and intermediate plate anchor is by anchor slab and two
Wedge-shaped intermediate plate composition, anchor slab are an entirety, are inserted into the wedge in anchor slab after inside having wedge-shaped through-hole, wedge-shaped intermediate plate to clamp carbon fiber board
Two wedge-shaped intermediate plates are pressed into the wedge-shaped through-hole on anchor slab, the clamping face of wedge-shaped intermediate plate has by shape through-hole by way of press
The contact surface of one layer of carbon fiber board contact reinforcing material, wedge-shaped intermediate plate and anchor slab is coated with lubricating oil or lubricating grease, with wedge shape
Intermediate plate is pressed into gradually in the wedge-shaped through-hole on anchor slab, and intermediate plate can continue to increase to the normal pressure of carbon fiber board, finally, carbon fiber
Plate is firmly clamped by wedge-shaped intermediate plate, reaches the anchoring effect of engineering demand.
Although the anchorage of existing carbon fiber board can effectively anchor carbon fiber board, it is able to satisfy the demand of engineering application, carbon
Fiberboard has a certain distance from component surface, causes carbon fiber board to generate certain bending stress, and carbon fiber board and beam are simultaneously
Strain cannot be cooperateed with well, need the structure glue by more amount；In order to allow carbon fiber board close to surface of concrete structure, portion
The anchorage of classifying type selects to dig the groove of certain size on beam surface, and a part of carbon beaverboard anchorage is allowed to be embedded in groove
Portion does so to achieve the purpose that collaboration strain, not only increases project amount, secondary destruction can be also caused to concrete component；Separately
Outside, bonded prestress carbon plate is mostly used in present engineering, carbon fiber board is too far apart from component surface, will increase glue consumption, increases
Add structural strengthening improvement cost.
Utility model content
One purpose of the utility model is to provide a kind of new solution of the anchor structure of carbon fiber board.
It is according to the present utility model in a first aspect, provide a kind of anchor structure of carbon fiber board, the carbon fiber board
One end is anchored in the wedged hole of anchor slab, and the lower face of carbon fiber board one end of the anchoring passes through first bonding agents and wedged hole
Interior lower surface bonds are bonded the following table face contact in other component and wedged hole, opposite upper plate by first bonding agents
It is provided with second bonding agents on face and is adhesively fixed with wedge-shaped intermediate plate, the one side of the wedge shape intermediate plate far from the carbon fiber board
It is contacted with the upper surface in wedged hole.
Optionally, the angle between the lower surface of the wedged hole and the bottom surface of the anchor slab is anchored along the carbon fiber board
Direction is 0 ° -15 °, and the gradient of the upper surface in the wedged hole is mutually agreed with and described with the wedge grip on piece surface slope
The gradient of upper surface in the wedged hole is greater than the angle between the lower surface of the wedged hole and the bottom surface of the anchor slab.
Optionally, other portions being bonded by first bonding agents are arranged in the lower face of carbon fiber board one end of the anchoring
Part, the component are the flat metal piece of 0.01mm-5mm thickness, one side and wedged hole of the sheet metal far from the carbon fiber board
Interior following table face contact.
Optionally, the sheet metal is one of flake aluminum, tagger, scale copper, thin stainless steel substrates and thin alloy sheet.
Optionally, the width of the other component or/and wedge-shaped intermediate plate is more than or equal to the carbon fiber board width, be less than etc.
In the wedge-shaped hole width.
Optionally, what the wedge grip on piece was Nian Jie with the upper face is provided on one side towards the carbon fiber board one
The inverted teeth at end.
Optionally, it is opposite with the inverted teeth anti-that what the second bonding agents were contacted with the wedge-shaped intermediate plate be formed on one side
Inverted teeth.
Optionally, the first bonding agents or/and the second bonding agents are that compression strength can be greater than or equal to after solidifying
The cured adhesive of 1MPa.
Optionally, diamond dust is mixed in the first bonding agents or/and second bonding agents.
According to one embodiment of the disclosure, carbon fiber of the utility model relative to double grip-pieces anchorage, in the utility model
Tieing up plate can be more close to concrete component.
By the detailed description referring to the drawings to the exemplary embodiment of the utility model, the utility model it is other
Feature and its advantage will become apparent.
Detailed description of the invention
It is combined in the description and the attached drawing for constituting part of specification shows the embodiments of the present invention, and
And together with its explanation for explaining the principles of the present invention.
Fig. 1 is a kind of structural schematic diagram of specific embodiment of the utility model.
Fig. 2 is the schematic diagram of the section structure in Fig. 1.
Fig. 3 is the structural schematic diagram of anchor slab in a kind of specific embodiment of the utility model.
Fig. 4 is the schematic diagram of the section structure in Fig. 3.
In figure: 1 carbon fiber board, 2 wedge-shaped intermediate plates, 21 inverted teeths, 3 sheet metals, 4 anchor slabs, 41 wedged holes, 42 upper surfaces, under 43
Surface.
Specific embodiment
The various exemplary embodiments of the utility model are described in detail now with reference to attached drawing.It should also be noted that unless another
It illustrates outside, the component and the positioned opposite of step, numerical expression and numerical value otherwise illustrated in these embodiments is unlimited
The scope of the utility model processed.
Be to the description only actually of at least one exemplary embodiment below it is illustrative, never as to this is practical
Novel and its application or any restrictions used.
Technology, method and apparatus known to person of ordinary skill in the relevant may be not discussed in detail, but suitable
In the case of, the technology, method and apparatus should be considered as part of specification.
It is shown here and discuss all examples in, any occurrence should be construed as merely illustratively, without
It is as limitation.Therefore, other examples of exemplary embodiment can have different values.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, then in subsequent attached drawing does not need that it is further discussed.
A kind of anchor structure of carbon fiber board provided by the utility model, as shown in figs. 1-4, the carbon fiber board 1
One end be anchored in the wedged hole 41 of anchor slab 4.The lower face of 1 one end of carbon fiber board of the anchoring is provided with the first bonding
Agent, the lower face can be fixed by first bonding agents with the lower surface bonds in wedged hole or first bonding agents bonding
Following table face contact in other component and wedged hole, further to improve its anchoring ability.It is provided on opposite upper face
Wedge-shaped intermediate plate 2 is adhesively fixed with by second bonding agents.The one side and wedge shape of the wedge shape intermediate plate 2 far from the carbon fiber board 1
Upper surface 42 in hole 41 contacts.The gradient of upper surface 42 in the wedged hole 41 is agreed with wedge-shaped 2 phase of intermediate plate.
The distance of wedged hole lower surface and anchor slab bottom surface is the maximum distance of about carbon fiber board and surface of concrete structure,
Relative to double grip-pieces anchorage, the distance can narrow down to 8-1mm in single clip piece anchorage.The utility model is put forward for the first time carbon
The single clip piece anchorage of fiberboard, in structure, single wedge shape intermediate plate clamps carbon on carbon fiber board top together with the lower surface of anchor slab
Fiberboard, to achieve the purpose that anchor carbon fiber board, single clip piece anchorage is compared with existing double grip-pieces anchorage, outer shape variation
Less, other supporting apparatus (such as fulcrum bearing) of existing double grip-pieces anchorage are not required to modify or only need minor modifications, i.e., applicable
In single clip piece anchorage.Carbon fiber board can be made closer to surface of concrete structure, carbon fiber board and concrete component collaboration strain, energy
Give full play to the consolidation effect of carbon fiber board.
The utility model proposes a kind of carbon fiber board single clip piece anchorage, carbon fiber board can be effectively anchored, to build
The reinforcing engineering of structure.It, more can be close to structure with the carbon fiber board after the anchoring of single clip piece anchorage relative to existing double grip-pieces anchorage
The surface of part preferably follows plane cross-section assumption, more effectively performance reinforcement effect；Carbon fiber board end bends up reduction, stress
State is simpler；Glue consumption can be effectively reduced during engineer application, and (carbon plate glue, scientific name are two-component modified epoxy gluing
Agent), save engineering cost.
Optionally, the angle between the lower surface 43 of the wedged hole 41 and the bottom surface of the anchor slab 4 is along the carbon fiber
It is 0 ° -15 ° that plate 1, which anchors direction,, can be with the surface of concrete structure more close to making when the carbon fiber board 1 bending
It is more preferable with effect.The gradient of upper surface 42 in the wedged hole 41 mutually agree with the wedge-shaped 2 upper surface gradient of intermediate plate and
The gradient of upper surface 42 in the wedged hole 41 is greater than the lower surface 42 of the wedged hole 41 and the bottom of the anchor slab 4
Angle between face can prevent the north from wedged hole 41 of carbon fiber board 1 from pulling out, lose anchoring effect.
Optionally, as shown in figs. 1-4, one end of the carbon fiber board 1 is anchored in the wedged hole 41 of anchor slab 4.Institute
State 1 one end of carbon fiber board of anchoring lower face be provided with first bonding agents be adhesively fixed 0.01mm-5mm thickness plate gold
Belong to piece 3, the carbon fiber board 1 after bonded metal plate 3 can slide into 4 inner wedge hole 41 of anchor slab after under tension, improve
Anchorage from anchor performance, while sheet metal 3 can protect carbon fiber board 1 and not scratched.It is provided on opposite upper face
Second bonding agents are adhesively fixed with wedge-shaped intermediate plate 2.The one side and wedged hole 41 of the wedge shape intermediate plate 2 far from the carbon fiber board 1
Interior upper surface 42 contacts.One side of the sheet metal 3 far from the carbon fiber board 1 connects with the lower surface 43 in wedged hole 41
Touching.The gradient of upper surface 42 in the wedged hole 41 is agreed with wedge-shaped 2 phase of intermediate plate.
Optionally, 3 deformability of sheet metal is strong, and carbon fiber board can be effectively protected.Further, the metal
Piece 3 can be one of flake aluminum, tagger, scale copper, thin stainless steel substrates and thin alloy sheet.
Optionally, the width of the sheet metal 3 or/and the wedge-shaped intermediate plate 2 is more than or equal to 1 width of carbon fiber board,
Less than or equal to the width of the wedged hole 41.
Optionally, as shown in Figure 4, Nian Jie with the upper face on the wedge-shaped intermediate plate 2 to be provided with direction on one side
The inverted teeth of described 1 one end of carbon fiber board, can be improved wedge-shaped intermediate plate to the anchoring ability of carbon fiber board, increases its frictional resistance
And hinder ability.
Optionally, what the second bonding agents were contacted with the wedge-shaped intermediate plate 2 is formed with opposite with the inverted teeth on one side
Regurgitation tooth is engaged with the inverted teeth on intermediate plate, can effectively improve the anchoring ability of anchorage.
Optionally, the first bonding agents can effectively bond carbon fiber board 1 and sheet metal 3.
Optionally, the second bonding agents are the higher adhesive of cured strength, are formed after adhesive solidification hard
Regurgitation tooth is engaged with the inverted teeth on intermediate plate, can effectively improve the anchoring ability of anchorage.
Optionally, the first bonding agents or/and the second bonding agents are that compression strength can be greater than or equal to after solidifying
The cured adhesive of 1MPa.
Optionally, it is mixed with diamond dust in the first bonding agents or/and second bonding agents, is capable of increasing adhesive and carbon
Frictional force between fiberboard improves the anchoring effect of anchorage.
Optionally, the length of the wedge-shaped intermediate plate 2 or/and the sheet metal 3 is greater than the length 0.5cm- of the wedged hole
3cm reserves enough buffering surpluses.
Although being described in detail by some specific embodiments of the example to the utility model, this field
It is to be understood by the skilled artisans that example above merely to be illustrated, rather than in order to limit the scope of the utility model.This
Field it is to be understood by the skilled artisans that can not depart from the scope of the utility model and spirit in the case where, to above embodiments
It modifies.The scope of the utility model is defined by the following claims.
Claims (6)
1. a kind of anchor structure of carbon fiber board, which is characterized in that one end of the carbon fiber board is anchored at the wedged hole of anchor slab
Interior, the lower face of carbon fiber board one end of the anchoring is bonded in the flat metal piece of 0.01mm-5mm thickness by first bonding agents
On, one side of the sheet metal far from the carbon fiber board and the following table face contact in wedged hole；It is arranged on opposite upper face
There is the wedge-shaped intermediate plate being adhesively fixed by second bonding agents, the wedge grip on piece is Nian Jie with the upper face to be provided on one side
Towards the inverted teeth of described carbon fiber board one end, what the second bonding agents were contacted with the wedge-shaped intermediate plate be formed on one side and institute
The opposite regurgitation tooth of inverted teeth is stated, the wedge shape one side of the intermediate plate far from the carbon fiber board is contacted with the upper surface in wedged hole.
2. the anchor structure of carbon fiber board according to claim 1, which is characterized in that the lower surface of the wedged hole and institute
It is 0 ° -15 ° that angle between the bottom surface of anchor slab, which is stated, along carbon fiber board anchoring direction, the upper surface in the wedged hole it is oblique
Degree mutually agrees with the wedge grip on piece surface slope and the gradient of the upper surface in the wedged hole is greater than the wedged hole
Lower surface and the anchor slab bottom surface between angle.
3. the anchor structure of carbon fiber board according to claim 1, which is characterized in that the sheet metal is flake aluminum, thin
One of iron plate, scale copper, thin stainless steel substrates and thin alloy sheet.
4. the anchor structure of carbon fiber board according to claim 1, which is characterized in that the sheet metal or/and wedge grip
The width of piece is greater than or equal to the carbon fiber board width, is less than or equal to the wedge-shaped hole width.
5. the anchor structure of carbon fiber board according to claim 1, which is characterized in that the first bonding agents or/and institute
Stating second bonding agents is that compression strength can be greater than or equal to the cured adhesive of 1MPa after solidifying.
6. the anchor structure of carbon fiber board according to claim 1, which is characterized in that the first bonding agents or/and
Diamond dust is mixed in two bonding agents.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820651516.6U CN208604971U (en) | 2018-05-03 | 2018-05-03 | Anchoring structure of a carbon fiber board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820651516.6U CN208604971U (en) | 2018-05-03 | 2018-05-03 | Anchoring structure of a carbon fiber board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208604971U true CN208604971U (en) | 2019-03-15 |
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ID=65661310
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820651516.6U Expired - Fee Related CN208604971U (en) | 2018-05-03 | 2018-05-03 | Anchoring structure of a carbon fiber board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208604971U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725559A (en) * | 2019-10-16 | 2020-01-24 | 天津城建大学 | A new type of fiber-reinforced composite material anchoring structure and manufacturing method |
| CN113202324A (en) * | 2021-03-31 | 2021-08-03 | 河海大学 | Single-wedge-shaped clamping piece type prestress FRP plate anchorage device |
-
2018
- 2018-05-03 CN CN201820651516.6U patent/CN208604971U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725559A (en) * | 2019-10-16 | 2020-01-24 | 天津城建大学 | A new type of fiber-reinforced composite material anchoring structure and manufacturing method |
| CN113202324A (en) * | 2021-03-31 | 2021-08-03 | 河海大学 | Single-wedge-shaped clamping piece type prestress FRP plate anchorage device |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190315 Termination date: 20200503 |