CN205223854U - Ripple encircles clamp core combined material combination decking - Google Patents
Ripple encircles clamp core combined material combination decking Download PDFInfo
- Publication number
- CN205223854U CN205223854U CN201521029487.2U CN201521029487U CN205223854U CN 205223854 U CN205223854 U CN 205223854U CN 201521029487 U CN201521029487 U CN 201521029487U CN 205223854 U CN205223854 U CN 205223854U
- Authority
- CN
- China
- Prior art keywords
- corrugated arch
- corrugated
- bridge deck
- composite material
- foam
- 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
- 239000000463 material Substances 0.000 title claims abstract description 37
- 239000002131 composite material Substances 0.000 claims description 30
- 239000006260 foam Substances 0.000 claims description 21
- 239000002023 wood Substances 0.000 claims description 7
- 229920001721 Polyimide Polymers 0.000 claims description 6
- 239000004642 Polyimide Substances 0.000 claims description 6
- 210000003660 Reticulum Anatomy 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 229920002873 Polyethylenimine Polymers 0.000 claims description 3
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000011324 bead Substances 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims description 3
- 239000011381 foam concrete Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 229920001601 polyetherimide Polymers 0.000 claims description 3
- 229920003225 polyurethane elastomer Polymers 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 239000004800 polyvinyl chloride Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 229920002748 Basalt fiber Polymers 0.000 claims description 2
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 2
- 239000004917 carbon fiber Substances 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims description 2
- 239000003365 glass fiber Substances 0.000 claims description 2
- 229920000728 polyester Polymers 0.000 claims description 2
- 229920000642 polymer Polymers 0.000 claims description 2
- 238000007493 shaping process Methods 0.000 claims description 2
- 240000003917 Bambusa tulda Species 0.000 claims 1
- 239000011162 core material Substances 0.000 abstract description 28
- 238000010276 construction Methods 0.000 abstract description 4
- 239000011230 binding agent Substances 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004642 transportation engineering Methods 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 231100001004 fissure Toxicity 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000192 social effect Effects 0.000 description 1
Abstract
The utility model belongs to new material new construction and integrated configuration field among the civil engineering specifically are a ripple encircles clamp core combined material combination decking. A ripple encircles clamp core combined material combination decking, includes ripple arch rib board, presss from both sides the core and expects the body, and panel four bibliographic categories branch under combined material top panel and the combined material, ripple arch rib board is connected with lower panel through " uneven " form and binder, and the position is packed clamp core material bodily form one -tenth and is made up the laminboard layer above the hogback, and the laminboard layer passes through the bolt with the top panel and the binder is connected. Compare with current combined material decking, the ripple arch rib presss from both sides core combined material decking and has improved the local anti wheel -pressure of decking and cuted the performance, has solved the panel that directly bears the wheel load and has warp easily local buckling's problem of too big and web, simultaneously, the interior oblique shear crack growth of core has effectively been restrained.
Description
Technical field
The utility model belongs to new material new construction and combining structure field in civil engineering, is specially a kind of corrugated arch core filled composite material combined bridge deck.
Background technology
Emergency bridge is under the state of emergency such as natural calamity or wartime, the temporary bridge passage of fast erecting on the obstacles such as rivers and creeks, marsh, irrigation canals and ditches, to ensure machinery, the passing through rapidly of personnel and vehicle, in disaster relief and rescue and emergency guarantee, play important effect.Emergency bridge, as the branch of in bridge, except the general character meeting bridge, also needs to possess following characteristic: (1) overall structure or component light, facilitate communications and transportation; (2) assembled simple and easy, erection speed is fast; (3) convenient disassembly, can reuse.During in order to ensure urgent or abnormal condition, communications and transportation is long-distance without hindrance, emergency bridge has been carried out to the research of design, structure, production technology and erection method both at home and abroad.China starts development and production " 321 " assembling highway steel bridge (being called for short " 321 " steel bridge) in the sixties in last century." 321 " steel bridge is primarily of truss-like girder, and bridge deck, connects system and structure plinth composition.Bridge deck in " 321 " steel bridge are wood materials, and the corrosion but timber is easily damaged by worms, not easily stores maintenance.Then develop again A type, Type B and U-shaped steel bridge deck, but steel bridge deck is very heavy, artificial assembling is very inconvenient.Quick, motor-driven in order to embody emergency bridge, the feature be suitable for, meets the requirement of bridge fast construction, adopts light and firm FRP bridge deck to replace steel bridge deck to have more advantage.
At present, domestic and international technician has developed and has developed polytype composite material deck system, mainly comprises: the hollow bridge deck of a kind of full FRP, and another kind is the FRP combined bridge deck containing sandwich.Because the price of FRP material is relatively high, full FRP material bridge panel is concrete 2-3 times, it is 1.5 times of Steel plate bridge, for saving FRP material usage, FRP bridge deck are designed to the thinner hollow-core construction of wooden partition, but this hollow thin-wall panel is in the easy local dent of local wheel load effect lower panel and flexing, rigidity is the major control factors of FRP bridge deck design.Excessive and the unstability of local amount of deflection in order to avoid panel, researcher develops again a kind of sandwich be made up of panel and core.Outermost layer panel adopts high strength, the material of high-modulus is made, and mainly bears bending load; And the core be made up of light material mainly bears transverse shearing force, it is the horizontal restrain that thin panel provides.This bridge deck also have shortcoming: one is that core and panel material attribute difference are comparatively large, easier in bonding interface generation shear failure.Two is that core intensity is low, easily causes in core and first shear failure occurs.Many times, design light, provide the bridge deck of the FRP of good stiffness and intensity to be the target of bridge design personnel.Obviously, any one bridge deck above-mentioned all can not meet the needs of Practical Project very well.Be in the country that natural calamity takes place frequently China, tackle urgent accident, the bridge deck of development of new FRP, social effect and engineering significance are all very great.
Summary of the invention
The utility model, in order to overcome the deficiencies in the prior art, provides a kind of band corrugated arch core filled composite material bridge deck.
The utility model adopts following technical scheme to realize: a kind of corrugated arch core filled composite material combined bridge deck, comprise lower panel, corrugated arch floor, sandwich material body and top panel, wherein corrugated arch floor comprises the junction plate that some corrugated archs are connected with by some corrugated archs, corrugated arch floor is arranged between lower panel and top panel, sandwich material body is filled, corrugated arch floor and sandwich material bodily form co-clip sandwich layer in groups above corrugated arch floor.
These bridge deck adopt corrugated arch floor and sandwich material bodily form co-clip sandwich layer shared shear load in groups, and corrugated arch plays humidification to laminboard layer, solves oblique shear Crack Extension problem in existing sandwiched plate.
Above-mentioned a kind of corrugated arch core filled composite material combined bridge deck, described lower panel and top panel are that glass fiber, carbon fiber, basalt fibre or assorted fibre and unsaturated polyester (UP) or vinylite high molecular polymer are shaping obtained by pultrude process.
Above-mentioned a kind of corrugated arch core filled composite material combined bridge deck, corrugated arch floor is made up of the one in aluminium sheet, composite material, plastics or bamboo wood, and its corrugated arch longitudinal section is inverted U-shaped, semicircle or one in ladder type.
Above-mentioned a kind of corrugated arch core filled composite material combined bridge deck, sandwich material body is polyurethane foam, the compound of polyimide foam, PEI foam, polyvinyl chloride foam, carbon foam, PMI foam, polyimide foam, foam beads and sand, aerating foam concrete, wood fragments are considered to be worth doing, mao bamboon silk, polyurethane elastomer, plastic honeycomb ball, metal beehive ball, and one or more fillings in paper honeycomb ball form.
Above-mentioned a kind of corrugated arch core filled composite material combined bridge deck, each junction plate of corrugated arch floor is evenly equipped with female fitting, on lower panel, relevant position is furnished with convex joint, corrugated arch floor is connected with cementing agent by female fitting, convex joint with lower panel, the corrugated arch vault of corrugated arch floor is evenly equipped with bolt hole, top panel relevant position is processed with bolt hole, and corrugated arch floor and top panel are bolted.Corrugated arch floor and panel can co-ordinations by mortise-tenon joint, effectively inhibit the shear failure of bonding interface.
Above-mentioned a kind of corrugated arch core filled composite material combined bridge deck, top panel is provided with longitudinal stiffener.
Above-mentioned a kind of corrugated arch core filled composite material combined bridge deck, convex joint profile is circular, oval, the one in rectangle.
Compared to traditional FRP bridge deck, the corrugated arch core filled composite material combined bridge deck that the utility model provides has following beneficial effect:
1. ripple arch tube is placed in composite material face laminboard layer, change the force way of each component of traditional axle panel, stressed more reasonable, give full play to the mechanical properties of materials of the high-quality of each assembly own, overcome the full insufficient rigidity of FRP hollow bridge deck and the shortcoming of easy cripling in the past;
2. corrugated arch floor is placed in composite material face laminboard layer, corrugated arch plays humidification to core, effectively inhibits existing sandwiched plate inner core material shear fissure scaling problem;
3. in top panel, be provided with longitudinal stiffener, first improve the non-deformability of top panel, the connection of top panel and laminboard layer can also be strengthened, prevent the horizontal shear failure of joint face;
4. bridge deck are lightweight, easy transportation and installation, and the connection of each inter-module of bridge deck can adopt mechanical connection just can realize, each assembly is prefabricated according to standard module first in the factory, rapid artificially after transporting to job site assembledly to complete, and meets emergency bridge quick, motor-driven, the feature be suitable for.
Accompanying drawing explanation
Fig. 1 is corrugated arch core filled composite material combined bridge deck overall structure schematic diagram.
Fig. 2 is the bolted partial structurtes schematic diagram of top panel and corrugated arch floor.
In figure: 1-lower panel, 2-corrugated arch floor, 3-sandwich material body, 4-top panel, 5-bolt, 21-bolt hole, 22-female fitting, 41-longitudinal stiffener.
Detailed description of the invention
Further the utility model is described below in conjunction with drawings and embodiments.
As shown in Figure 1, 2, the utility model discloses a kind of corrugated arch core filled composite material combined bridge deck, comprise corrugated arch floor 2, sandwich material body 3, composite material top panel 4 and composite material lower panel 1; Wherein corrugated arch floor 2 top position is filled sandwich material body 3 and is formed combination laminboard layer, each junction plate of corrugated arch floor 2 is evenly equipped with female fitting 22, on lower panel 1, relevant position is furnished with convex joint, be connected with cementing agent by " convex-concave is mutually embedding " form with lower panel 1 bottom corrugated arch floor 2, at the corrugated arch vault equidistant processing column body bolt hole of corrugated arch floor 2, at top panel relevant position processing Rotary-table bolt hole, stainless high-strength bolt 5 inserted hole that top panel aligns with corrugated arch and tighten.The utility model corrugated arch core filled composite material combined bridge deck structural entity organigram is shown in Fig. 1.
Corrugated arch floor 2 is adopted to replace conventional box flat floor, enhance the anti-flexural property of floor, simultaneously, the corrugated contact adding floor and Sandwich materials body 3, namely the bonding force between floor and Sandwich materials body is added, corrugated arch floor 2 and Sandwich materials body 3 overall performance are strengthened, impels deck structrue Rigidity and strength to increase.The rise of corrugated arch, ratio of rise to span should according to bridge design load, and size is determined in bridge deck designing requirement, and bellows-shaped and wall thickness should according to making lower arch floor flexing not occur at wheel load and destruction is as the criterion.Corrugated arch floor material can be aluminium sheet, the one in composite material, plastics or bamboo wood material, by roll in factory or casting craft is made.
Sandwich material body 3 adopts that the compound of polyurethane foam, polyimide foam, PEI foam, polyvinyl chloride foam, carbon foam, PMI foam, polyimide foam, foam beads and sand, aerating foam concrete, wood fragments are considered to be worth doing, one or more in mao bamboon silk, polyurethane elastomer, plastic honeycomb ball, metal beehive ball, paper honeycomb ball are filled and formed, these materials make whole bridge deck structure lighter weight, are conducive to transport, assembled convenience.Meanwhile, go back counter plate and serve certain out of plane constraint effect, improve the overall non-deformability of bridge deck.
Corrugated arch floor 2 and lower panel 1 " convex-concave is connected ", corrugated arch and lower panel is made jointly to play a role like this, taking full advantage of panel can the advantage of tension, convex joint shape can be a kind of in the shapes such as track type, circle, ellipse or rectangle, and the shear strength of convex joint should by calculating checking computations, the quantity that concave-convex joint connects should ensure the reliable delivery of level to shearing force.
Top panel 4, lower panel 1 are all that composite material is made by pultrude process, and wherein top panel is excessive in order to prevent from being out of shape when directly bearing wheel load, and top panel is provided with longitudinal stiffener 41.Top panel 4 and the perforate of vault contact position, and connected by stainless high-strength bolt 5, top panel and the bolted partial structurtes schematic diagram of corrugated arch floor are Fig. 2.
In field-mounted process, first lower panel high-strength bolt is connected with the steel longeron bottom bridge deck, then corrugated arch floor is fixed on lower panel by " uneven " form, it fills sandwich material body, finally install panel, fixed by high-strength bolt and sandwich arch rib plate.
Claims (7)
1. a corrugated arch core filled composite material combined bridge deck, it is characterized in that comprising lower panel (1), corrugated arch floor (2), sandwich material body (3) and top panel (4), wherein corrugated arch floor (2) comprises the junction plate that some corrugated archs are connected with by some corrugated archs, corrugated arch floor (2) is arranged between lower panel (1) and top panel (4), sandwich material body (3) is filled in corrugated arch floor (2) top, and corrugated arch floor (2) and sandwich material body (3) form combination laminboard layer.
2. a kind of corrugated arch core filled composite material combined bridge deck according to claim 1, it is characterized in that described lower panel (1) and top panel (4) they are glass fiber, carbon fiber, basalt fibre or assorted fibre and unsaturated polyester (UP) or vinylite high molecular polymer shaping obtained by pultrude process.
3. a kind of corrugated arch core filled composite material combined bridge deck according to claim 1 and 2, it is characterized in that corrugated arch floor (2) is made up of the one in aluminium sheet, composite material, plastics or bamboo wood, its corrugated arch longitudinal section is inverted U-shaped, semicircle or one in ladder type.
4. a kind of corrugated arch core filled composite material combined bridge deck according to claim 1 and 2, is characterized in that sandwich material body (3) is polyurethane foam, the compound of polyimide foam, PEI foam, polyvinyl chloride foam, carbon foam, PMI foam, polyimide foam, foam beads and sand, aerating foam concrete, wood fragments are considered to be worth doing, one or more in mao bamboon silk, polyurethane elastomer, plastic honeycomb ball, metal beehive ball, paper honeycomb ball fills and form.
5. a kind of corrugated arch core filled composite material combined bridge deck according to claim 1 and 2, each junction plate that it is characterized in that corrugated arch floor (2) is laid with female fitting (22), the upper relevant position of lower panel (1) is furnished with convex joint, corrugated arch floor (2) and lower panel (1) are by female fitting (22), convex joint is connected with cementing agent, the corrugated arch vault of corrugated arch floor (2) is evenly equipped with bolt hole (21), top panel (4) relevant position is processed with bolt hole, corrugated arch floor (2) is connected by bolt (5) with top panel (4).
6. a kind of corrugated arch core filled composite material combined bridge deck according to claim 1 and 2, is characterized in that top panel (4) is provided with longitudinal stiffener (41).
7. a kind of corrugated arch core filled composite material combined bridge deck according to claim 5, is characterized in that convex joint profile is the one in circle, ellipse or rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521029487.2U CN205223854U (en) | 2015-12-14 | 2015-12-14 | Ripple encircles clamp core combined material combination decking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521029487.2U CN205223854U (en) | 2015-12-14 | 2015-12-14 | Ripple encircles clamp core combined material combination decking |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205223854U true CN205223854U (en) | 2016-05-11 |
Family
ID=55898929
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521029487.2U Expired - Fee Related CN205223854U (en) | 2015-12-14 | 2015-12-14 | Ripple encircles clamp core combined material combination decking |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205223854U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369735A (en) * | 2015-12-14 | 2016-03-02 | 山西大学 | Corrugated arch sandwiched core composite material combined bridge deck |
| CN113668358A (en) * | 2021-08-19 | 2021-11-19 | 中铁第四勘察设计院集团有限公司 | Core plate type steel-concrete combined arch rib structure and construction method and application thereof |
-
2015
- 2015-12-14 CN CN201521029487.2U patent/CN205223854U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369735A (en) * | 2015-12-14 | 2016-03-02 | 山西大学 | Corrugated arch sandwiched core composite material combined bridge deck |
| CN113668358A (en) * | 2021-08-19 | 2021-11-19 | 中铁第四勘察设计院集团有限公司 | Core plate type steel-concrete combined arch rib structure and construction method and application thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103422423B (en) | The quick spelling bridge of sectional type modularization | |
| CN100510262C (en) | Bamboo bridge | |
| CN104805767A (en) | Prefabricated assembly FRP-reinforcing steel-bar-concrete combined bridge deck and construction method | |
| CN205223854U (en) | Ripple encircles clamp core combined material combination decking | |
| CN105369735B (en) | A kind of corrugated arch core filled composite material combined bridge deck | |
| CN202227480U (en) | Floor roof connection structure of light-steel house | |
| CN105386404A (en) | Girder bridge structure formed by combining open U-shaped steel box girders and hybrid fiber concrete bridge decks | |
| CN202577580U (en) | Multilayer longspan assembled integral space steel grid building structure | |
| CN103614965A (en) | Bamboo wood and concrete combined bridge deck slab | |
| CN201962604U (en) | Fiber reinforce plastic (FRP) combined plate | |
| CN202644379U (en) | Segment-type modular rapidly-assembled bridge | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN213539440U (en) | Assembled coincide floor | |
| CN201610516U (en) | Composite material arch structural beam | |
| CN205153312U (en) | Improvement type i -shaped steel structure column | |
| CN110258880B (en) | Light steel floor system of prefabricated building | |
| CN110056117B (en) | Corrugated surface hollow FRP profile sea sand concrete slab structure | |
| CN101768915B (en) | Composite material bow-shaped structural beam | |
| CN112922788A (en) | Fan tower section of thick bamboo precast concrete component and fan tower section of thick bamboo | |
| CN110056128B (en) | Light assembled stiffening box groove type FRP (fiber reinforce Plastic) section sea sand concrete beam | |
| CN210636844U (en) | Reinforced supporting structure for constructional engineering | |
| CN209339326U (en) | A kind of steel-concrete combined joint | |
| CN207484265U (en) | Spelling fills implicit low-pylon cable-stayed bridge | |
| CN217950579U (en) | Wind-powered electricity generation blade web | |
| CN201268825Y (en) | Steel structure supported porous bearing girder |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160511 Termination date: 20181214 |