CN204000571U - A kind of bar planting stratified fiber reinforced composite beam - Google Patents
A kind of bar planting stratified fiber reinforced composite beam Download PDFInfo
- Publication number
- CN204000571U CN204000571U CN201420061997.7U CN201420061997U CN204000571U CN 204000571 U CN204000571 U CN 204000571U CN 201420061997 U CN201420061997 U CN 201420061997U CN 204000571 U CN204000571 U CN 204000571U
- Authority
- CN
- China
- Prior art keywords
- reinforced composite
- bar planting
- fiber
- stratified
- fibre
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model relates to a kind of bar planting stratified fiber reinforced composite beam, this composite material beam by multilayer from nested composite panel forms successively outside to inside composite material beam body, be embedded in composite panel and with the bar planting of beam body axially parallel and form.Compared with prior art, the utility model proposes lamination theory, the inner rigidity of reasonable disposition composite material beam, the foaming FRP material that section bar cortex adopts the larger FRP material of density or do not foam, foams less, have outer hard interior tough, specific strength is high, and the advantage that consumptive material is economized, in conjunction with embedding re-bar technique, implant muscle material in composite inner, efficiently solve the problem that composite material beam rigidity is less, and section bar is for entirely prefabricated, constructs convenient.
Description
Technical field
The utility model belongs to technical field of civil engineering, especially relates to a kind of bar planting stratified fiber reinforced composite beam.
Background technology
In recent years, in building bridge construction, continue concrete structure and steel work, be regarded as the superior function of fiber-reinforced polymer of the third constructional materials gradually by engineering circles is approved, external many engineerings start FRP to be applied in newly-built bridge, or even in Longspan Bridge Local Members.
The application of " foaming " this concept and foamed material has been deep into numerous areas at present, as foamed plastics, foam metal, foam glass, foam concrete etc., even to be called as the National Aquatics Center of " the Water Cube " be also successfully to use bubble theory first in the world and the stadiums that build up in the 2008 Beijing Olympic Games, its steel superstructure adopts the polyhedron space steel frame form of structure based on bubble theory, and appearance appears in public with the image that is full of bubble.
Utility model content
The purpose of this utility model is exactly the bar planting stratified fiber reinforced composite beam that provides in order to overcome the defect that above-mentioned prior art exists that a kind of intensity is high, consumptive material is economized, efficiently solves the problem that composite material beam rigidity is less.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of bar planting stratified fiber reinforced composite beam, by multilayer from nested composite panel forms successively outside to inside composite material beam body, be embedded in composite panel and with the bar planting of beam body axially parallel and form.
Multilayer successively nested composite panel is successively decreased successively from rigidity outside to inside, forms outer toughly in hard, reaches the object of saving material.
Described composite panel is fiber-reinforced composite material board, realizes rigidity and reduces successively by controlling the density of every layer of composite panel.In described fiber-reinforced composite material board, fortifying fibre used is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is vinyl, epoxy resin, polyurethane or phenolic resins.
Described composite panel is foamed fibre reinforced composite plate, realizes rigidity reduce successively by the content of control blowing agent.In described foamed fibre reinforced composite plate, foamed fibre used is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is phenolic resins.
Described bar planting is reinforcing bar, fiber-reinforced composite material rib material or bamboo.
In described fiber-reinforced composite material rib material, fortifying fibre used is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is vinyl, epoxy resin, polyurethane or phenolic resins.
The shape of bar planting stratified fiber reinforced composite beam is determined according to engineering is actual, is rectangle, circle or oval.
The shape of described bar planting is determined according to engineering is actual, is circle, rectangle or ellipse.
Compared with prior art, the utlity model has following advantage:
(1) lamination theory has been proposed, the inner rigidity of reasonable disposition composite material beam, the foaming FRP material that section bar cortex adopts the larger FRP material of density or do not foam, foams less, has outer toughly in hard, and specific strength is high, the advantage that consumptive material is economized.
(2) in conjunction with embedding re-bar technique, implant muscle material in composite inner, efficiently solve the problem that composite material beam rigidity is less.
(3) section bar, for entirely prefabricated, is constructed convenient.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is cross section structure schematic diagram of the present utility model;
Fig. 3 is the structural representation of bar planting.
In figure, 1 is that composite panel, 2 is that beam body, 3 is bar planting.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is elaborated.
Embodiment
A kind of bar planting stratified fiber reinforced composite beam, its structure as shown in Figure 1-2,, formed with the bar planting 3 of beam body 2 axially parallels from the beam body 2 of nested composite panel 1, composite material that innermost layer composite panel forms and being embedded in composite panel 1 successively outside to inside by multilayer.Multilayer successively nested composite panel 1 is successively decreased successively from rigidity outside to inside, forms outer toughly in hard, reaches the object of saving material.The composite panel 1 using can be fiber-reinforced composite material board, also can be foamed fibre reinforced composite plate, the fortifying fibre used of fiber-reinforced composite material board is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is vinyl, epoxy resin, polyurethane or phenolic resins.Realize rigidity and reduce successively by controlling the density of every layer of composite panel.Foamed fibre reinforced composite plate foamed fibre used is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is phenolic resins, realizes rigidity reduce successively by the content of control blowing agent.The shape of bar planting stratified fiber reinforced composite beam is determined according to engineering is actual, is rectangle, circle or oval, and in the present embodiment, bar planting stratified fiber reinforced composite beam is rectangle.Bar planting 3 is reinforcing bar, fiber-reinforced composite material rib material or bamboo.Fiber-reinforced composite material rib material fortifying fibre used is wherein glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is vinyl, epoxy resin, polyurethane or phenolic resins.The shape of bar planting 3 determines according to engineering is actual, is circular, rectangle or ellipse, in the present embodiment, bar planting 3 be shaped as circle, as shown in Figure 3.
Claims (10)
1. a bar planting stratified fiber reinforced composite beam, is characterized in that, this composite material beam by multilayer from nested composite panel forms successively outside to inside composite material beam body, be embedded in composite panel and with the bar planting of beam body axially parallel and form.
2. a kind of bar planting stratified fiber reinforced composite beam according to claim 1, is characterized in that, multilayer successively nested composite panel is successively decreased successively from rigidity outside to inside.
3. a kind of bar planting stratified fiber reinforced composite beam according to claim 2, is characterized in that, described composite panel is fiber-reinforced composite material board.
4. a kind of bar planting stratified fiber reinforced composite beam according to claim 3, it is characterized in that, in described fiber-reinforced composite material board, fortifying fibre used is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is vinyl, epoxy resin, polyurethane or phenolic resins.
5. a kind of bar planting stratified fiber reinforced composite beam according to claim 2, is characterized in that, described composite panel is foamed fibre reinforced composite plate.
6. a kind of bar planting stratified fiber reinforced composite beam according to claim 5, it is characterized in that, in described foamed fibre reinforced composite plate, foamed fibre used is glass fiber, carbon fiber, basalt fibre or boron fibre, and matrix used is phenolic resins.
7. a kind of bar planting stratified fiber reinforced composite beam according to claim 1, is characterized in that, described bar planting is reinforcing bar, fiber-reinforced composite material rib material or bamboo.
8. a kind of bar planting stratified fiber reinforced composite beam according to claim 7, it is characterized in that, in fiber-reinforced composite material rib material, fortifying fibre used is glass fiber, carbon fiber, basalt fibre, aramid fiber or boron fibre, and matrix used is vinyl, epoxy resin, polyurethane or phenolic resins.
9. a kind of bar planting stratified fiber reinforced composite beam according to claim 1, is characterized in that, the shape of bar planting stratified fiber reinforced composite beam is determined according to engineering is actual, is rectangle, circle or oval.
10. a kind of bar planting stratified fiber reinforced composite beam according to claim 1, is characterized in that, the shape of described bar planting is determined according to engineering is actual, is circle, rectangle or ellipse.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420061997.7U CN204000571U (en) | 2014-02-11 | 2014-02-11 | A kind of bar planting stratified fiber reinforced composite beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420061997.7U CN204000571U (en) | 2014-02-11 | 2014-02-11 | A kind of bar planting stratified fiber reinforced composite beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204000571U true CN204000571U (en) | 2014-12-10 |
Family
ID=52040597
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420061997.7U Expired - Fee Related CN204000571U (en) | 2014-02-11 | 2014-02-11 | A kind of bar planting stratified fiber reinforced composite beam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204000571U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107762068A (en) * | 2017-10-31 | 2018-03-06 | 佛山市三水区嫚娅环保科技有限公司 | A kind of bamboo matter environmental protection combination beam |
CN109056492A (en) * | 2018-08-22 | 2018-12-21 | 南京林业大学 | A kind of biological material concrete combination beam with curved prestressing tendon |
-
2014
- 2014-02-11 CN CN201420061997.7U patent/CN204000571U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107762068A (en) * | 2017-10-31 | 2018-03-06 | 佛山市三水区嫚娅环保科技有限公司 | A kind of bamboo matter environmental protection combination beam |
CN109056492A (en) * | 2018-08-22 | 2018-12-21 | 南京林业大学 | A kind of biological material concrete combination beam with curved prestressing tendon |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105421652B (en) | A kind of composite thermo-insulating wall board | |
CN103541511B (en) | A kind of preparation method of steel pipe concrete profiled pile of built-in PVC-FRP pipe high-strength concrete stem stem | |
CN203420389U (en) | Environment-friendly built-in floor die core | |
CN203080800U (en) | FRP (Fiber Reinforce Plastic)-concrete-steel tube hollow column | |
CN206298991U (en) | A kind of reinforced energy-dissipating and shock-absorbing compound shear wall | |
CN204000571U (en) | A kind of bar planting stratified fiber reinforced composite beam | |
CN206328896U (en) | A kind of lattice pillar compound shear wall | |
CN109811667B (en) | Reinforcing method for improving bearing capacity of inclined section of prestressed hollow beam plate | |
CN205153276U (en) | Composite heat -insulating wall board | |
CN205776879U (en) | Novel building composite wall body structure | |
CN101974958A (en) | Steel pipe concrete column of I-shaped FRP section | |
CN103306491A (en) | FRP reinforcement arc concrete impact resistant column | |
CN201228410Y (en) | Special-shaped carbon fiber-rein-forced plastic steel tube concrete core column | |
CN108360720A (en) | A kind of netted raw bamboo skeleton-lightweight aggregate concrete composite floor | |
CN205242699U (en) | Cast -in -place composite wall self preservation temperature system of assembled | |
CN203357980U (en) | Glass fiber enhanced resin-based panel/foam composite material | |
CN211873376U (en) | Anti-cracking and anti-seepage insulation board | |
CN208618612U (en) | Connection component and wall body structure | |
CN103088949A (en) | Novel light high-strength core mould | |
CN204435680U (en) | A kind of BP ring replaces the BP-FRP pipe regeneration concrete post of stirrup | |
CN208633578U (en) | A kind of building structure strengthening device | |
CN203129387U (en) | Novel light high-strength core model | |
CN207277682U (en) | A kind of multitube confined concrete double-walled open tubular column | |
CN206495406U (en) | A kind of heat-insulation wall plate | |
CN206000064U (en) | A kind of inorganic fire-retarded tube filler of glass fiber reinforcement external coating |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 Termination date: 20200211 |
|
CF01 | Termination of patent right due to non-payment of annual fee |