CN201254685Y - Composite bridge deck - Google Patents
Composite bridge deck Download PDFInfo
- Publication number
- CN201254685Y CN201254685Y CNU2008200400076U CN200820040007U CN201254685Y CN 201254685 Y CN201254685 Y CN 201254685Y CN U2008200400076 U CNU2008200400076 U CN U2008200400076U CN 200820040007 U CN200820040007 U CN 200820040007U CN 201254685 Y CN201254685 Y CN 201254685Y
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- CN
- China
- Prior art keywords
- bridge deck
- composite material
- panel
- concrete
- composite
- 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
- 239000002131 composite material Substances 0.000 title claims abstract description 45
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000011347 resin Substances 0.000 claims abstract description 20
- 229920005989 resin Polymers 0.000 claims abstract description 20
- 239000002023 wood Substances 0.000 claims abstract description 8
- 239000006260 foam Substances 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims abstract description 6
- 239000004744 fabric Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 10
- 240000007182 Ochroma pyramidale Species 0.000 claims description 8
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 8
- 244000055346 Paulownia Species 0.000 claims description 7
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 6
- 239000004800 polyvinyl chloride Substances 0.000 claims description 6
- 229920006305 unsaturated polyester Polymers 0.000 claims description 6
- 244000050510 Cunninghamia lanceolata Species 0.000 claims description 5
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- 229920006387 Vinylite Polymers 0.000 claims description 4
- 229920002748 Basalt fiber Polymers 0.000 claims description 3
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 238000009396 hybridization Methods 0.000 claims description 3
- 229920001568 phenolic resin Polymers 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 239000005007 epoxy-phenolic resin Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 230000007797 corrosion Effects 0.000 abstract description 5
- 238000005260 corrosion Methods 0.000 abstract description 5
- 239000007787 solid Substances 0.000 abstract description 2
- 239000011162 core material Substances 0.000 abstract 3
- 239000011159 matrix material Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 8
- 238000007711 solidification Methods 0.000 description 6
- 230000008023 solidification Effects 0.000 description 6
- 238000002360 preparation method Methods 0.000 description 4
- 229920002635 polyurethane Polymers 0.000 description 3
- 239000004814 polyurethane Substances 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000009742 vacuum bag moulding Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 208000034189 Sclerosis Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Laminated Bodies (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a light-weight and high-strength corrosion resistance composite bridge deck, which can be used in bridge and structure as a forced plate. The novel bridge deck has the characteristics of light weight, high strength, large rigidity, corrosion resistance, anti-stripping, convenient transport, rapid construction and industrialization producing. The bridge deck is characterized in that the composite bridge deck is composed of wood or foam solid core material(1) and resin matrix fibre panels(2) located on two sides of an upper side and a lower side thereof, an enhanced form of resin web plate(3) and composite web plate(4) can also be formed on the core material(1), the compressive resistance and shear resistance ability of the core material(1) is increased. A concrete layer can also be poured on the upper side of the bridge deck through a shear connector (6) to form the bridge deck combined by the composite material and concrete. The composite bridge deck can be used in constructing a permanent bridge deck project rapidly, and also can be used in project fields such as temporary rescue and relief, urgent military construction and the like.
Description
Technical field
The utility model relates to the corrosion resistant composite material bridge deck of a kind of high-strength light, can be used as stressed sheet material and is used for bridge and structure, belongs to field of composite structures.
Background technology
Traditional bridge deck structure adopts the reinforced concrete structure form more, and it is bigger to conduct oneself with dignity, and construction is complicated, the cycle is long, and corrosion resistance is relatively poor.In addition, under long-term load-bearing environment or earthquake disaster when taking place, the concrete structure bridge deck easily crack or destroy, and cause potential safety hazard.At above-mentioned shortcoming, can adopt the bridge deck of composite material, and the composite material bridge deck of domestic and international up-to-date proposition at present, mostly be the glass fiber reinforced plastics hollow bridge deck of pultrusion, but pultrude process is difficult to the large-scale bridge deck structure of one-shot forming, need operations such as extra increase is gluing, winding, as: patent CN201047062Y, CN200946244Y.The utility model proposes a kind of composite material bridge deck that adopts the sandwich form, the centre is solid cores such as timber or foam, and upper and lower panel is fibre reinforced composites, can adopt the one-shot forming of vacuum introducing technology; Thereby the utility model also can be provided with the bridge deck that layer of concrete forms composite material-concrete combination above its panel, can improve road-ability, be used for building fast permanent bridge panel engineering, also can be used for engineering fields such as interim disaster relief and rescue, military rush construction.
Summary of the invention
The purpose of this utility model is at above-mentioned the deficiencies in the prior art, the composite material bridge deck that provides a kind of novel civilian and national defence to be badly in need of.
The purpose of this utility model can reach by following measure:
A kind of composite material bridge deck, it comprises core 1, the two sides of core 1 are provided with the panel 2 that fiber layer of cloth and resin solidification form, and the composite material web 4 that is the resin web 3 of 45 ° of-90 ° of regular arrangement with panel 2 or adopts cloth and resin solidification formation is set in core 1.
Described core 1 material is Balsa wood, paulownia wood, China fir, oak, veneer, polyurethane foam, polyvinyl chloride foam or carbon foam.
The fiber layer of cloth that described panel 2 adopts is: single shaft to, twin shaft to or multiaxis to carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization cloth; The resin that panel 2 adopts is: unsaturated polyester (UP), vinylite, epoxy resin or phenolic resins.
Described panel 2 is provided with layer of concrete 5, and layer of concrete 5 is combined as a whole by shear connector 6 and panel 2, perhaps builds in panel 2 tops, forms the combined bridge deck system of composite material-concrete.
Described shear connector 6 is nail, sheet material or Z-shaped section bar.
Above-mentioned composite material bridge deck can adopt hand to stick with paste technology, vacuum bag moulding process, vacuum guiding and forming technique preparation.
The utlity model has following advantage:
The composite material bridge deck that the utility model provides is compared with other products, its maximum characteristics are: in light weight, the intensity height, rigidity is big, moistureproof, corrosion-resistant, antistripping, convenient transport, assembling construction are simple, convenient and rapid, can be used for building and repairing of emergency road in national defence and the civil engineering.But this composite material bridge deck suitability for industrialized production simultaneously can be by the bridge deck of driving requirements production different size.
Description of drawings
Fig. 1 is one of composite material bridge deck structural representation.
Fig. 2 is two of a composite material bridge deck structural representation.
Fig. 3 is three of a composite material bridge deck structural representation.
Fig. 4 is a composite material bridge deck structural representation of setting up layer of concrete.
In the accompanying drawing: 1 is core, comprising: cork wood (Balsa wood, paulownia wood, China fir, oak, veneer etc.) and foam (polyurethane, polyvinyl chloride, carbon foam etc.); 2 is panel, is formed by fiber layer of cloth and resin solidification; 3 is the resin web; 4 is the composite material web; 5 is layer of concrete; 6 is shear connector.
The specific embodiment
The utility model is further described below in conjunction with the drawings and specific embodiments:
Embodiment 1
Composite material bridge deck of the present utility model, it comprises the core 1 of paulownia wood material, all is equipped with panel 2 in the two sides of core 1, and panel 2 is formed to glass fabric and vinylite curing by two-layer twin shaft, stick with paste the technology preparation by hand, the grain direction of paulownia wood core 1 is perpendicular to panel 2.
Composite material bridge deck of the present utility model, it comprises the core 1 of polyurethane foam material, thickness direction regular arrangement resin web 3 along core 1, and resin web 3 is perpendicular to panel 2, two sides at core 1 all are equipped with panel 2, panel 2 is formed by four layers of four-axial basalt fiber cloth and epoxy resin cure, prepares by vacuum guiding and forming technique.
Composite material bridge deck of the present utility model, it comprises the core 1 of PVC foam material, thickness direction regular arrangement composite material web 4 along core 1, and composite material web 4 is 45 ° of layouts with panel 2, two sides at core 1 all are equipped with panel 2, panel 2 is formed to carbon cloth and epoxy resin cure by three layers of twin shaft, prepares by vacuum guiding and forming technique.Before implementing the vacuum introducing technology, pre-buried Z-shaped aluminium alloys shear connector 6 on panel 2, behind moulding and the resin solidification, shear connector 6 is combined as a whole with panel 2, pouring concrete above the one side that is provided with shear connector 6 on the panel 2, form layer of concrete 5, layer of concrete 5 is by shear connector 6 and composite material sandwich structure cooperative bearing.
The preparation method of above-mentioned composite material bridge deck is various, can adopt hand to stick with paste technology, vacuum bag moulding process, vacuum guiding and forming technique preparation, is example with the vacuum guiding and forming technique:
A. open the groove of quadrature arrangement to form resin flow passage in the vacuum introducing technology in the upper and lower surface of cork wood (comprising: Balsa wood, paulownia wood, China fir, oak, veneer etc.) and foam (comprising: polyurethane, polyvinyl chloride, carbon foam etc.) core 1;
B. cut open along the thickness direction of cork wood (comprising: Balsa wood, paulownia wood, China fir, oak, veneer etc.) or foam (comprising: polyurethane, polyvinyl chloride, carbon foam etc.) core 1, the position of cutting open, size and quantity can be arranged arbitrarily according to stressed needs, on core 1 thickness direction, the shape of cutting open can vertically or tilt;
C. the core 1 that disposes can require to be processed into certain size with the bridge condition according to driving;
D. with one or more layers cloth (comprising: single shaft to, twin shaft to or multiaxis to carbon fiber, glass fiber, aramid fiber and hybridization cloth etc.) be layed in the upper and lower surface of core 1;
E. by vacuum guiding and forming technique resin (comprising: unsaturated polyester (UP), vinylite, epoxy resin, phenolic resins etc.) is circulated in the vacuum bag; At normal temperatures and pressures with resin solidification, treat the resin solidification moulding after, take out member, promptly form composite material bridge deck;
F. wherein the d step also can preset shear connector 6 and (comprising: nail, sheet material or Z-shaped section bar on the upside cloth of the panel 2 that lays, its material comprises: composite material, aluminium alloys, steel etc.), after adopting the vacuum introducing technology, shear connector 6 is combined as a whole with panel 2;
G. concreting above panel 2, treat the concrete coagulation sclerosis after, layer of concrete 5 is combined as a whole by shear connector 6 and composite sandwich plate.
At this moment, can obtain the bridge deck of composite material-concrete combination.Wherein: the kind of panel 2 and the number of plies, the kind of core 1 and thickness, the kind of resin, the layout of resin web 3 and size, the thickness of layer of concrete 5, the material of shear connector 6 and arrangement all can be adjusted as required flexibly.
Claims (5)
1, a kind of composite material bridge deck, it comprises core (1), the two sides that it is characterized in that described core (1) are provided with panel (2), resin web (3) or composite material web (4) are set in core (1), and resin web (3) or composite material web (4) are 45 °-90 ° with the angle of panel (2).
2, composite material bridge deck according to claim 1 is characterized in that described core (1) material is Balsa wood, paulownia wood, China fir, oak, veneer, polyurethane foam, polyvinyl chloride foam or carbon foam.
3, composite material bridge deck according to claim 1 is characterized in that the fiber layer of cloth that described panel (2) adopts is: single shaft to, twin shaft to or multiaxis to carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization cloth; The resin that panel (2) adopts is: unsaturated polyester (UP), vinylite, epoxy resin or phenolic resins.
4, according to claim 1 or 3 described composite material bridge decks, it is characterized in that described panel (2) is provided with layer of concrete (5), layer of concrete (5) is combined as a whole by shear connector (6) and panel (2), perhaps build in panel (2) top, form the combined bridge deck system of composite material-concrete.
5, composite material bridge deck according to claim 4 is characterized in that described shear connector (6) is nail, sheet material or Z-shaped section bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200400076U CN201254685Y (en) | 2008-07-17 | 2008-07-17 | Composite bridge deck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200400076U CN201254685Y (en) | 2008-07-17 | 2008-07-17 | Composite bridge deck |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201254685Y true CN201254685Y (en) | 2009-06-10 |
Family
ID=40738003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200400076U Expired - Fee Related CN201254685Y (en) | 2008-07-17 | 2008-07-17 | Composite bridge deck |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201254685Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012010304A1 (en) * | 2010-07-20 | 2012-01-26 | Airbus Operations Gmbh | Lining shell carrying a main load and structural component having at least one lining shell carrying a main load |
| CN103411098A (en) * | 2013-08-28 | 2013-11-27 | 航天特种材料及工艺技术研究所 | Integrated high-temperature-resistant rigid heat insulation component and production method thereof |
| CN103509330A (en) * | 2013-09-11 | 2014-01-15 | 上海日尚医疗器械有限公司 | Lightweight high-strength weatherproof composite material and preparation method thereof |
-
2008
- 2008-07-17 CN CNU2008200400076U patent/CN201254685Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012010304A1 (en) * | 2010-07-20 | 2012-01-26 | Airbus Operations Gmbh | Lining shell carrying a main load and structural component having at least one lining shell carrying a main load |
| WO2012010306A1 (en) * | 2010-07-20 | 2012-01-26 | Airbus Operations Gmbh | Main-load-bearing planking shell and structural component and flow body comprising such a main-load-bearing planking shell |
| WO2012010305A1 (en) * | 2010-07-20 | 2012-01-26 | Airbus Operations Gmbh | Structural component comprising at least one main-load-bearing covering shell and a carrier structure for fixing the main-load-bearing covering shell, and flow body comprising such a structural component |
| CN103118939A (en) * | 2010-07-20 | 2013-05-22 | 空中客车运作有限责任公司 | Main-load-bearing planking shell and structural component and flow body comprising such a main-load-bearing planking shell |
| CN103153782A (en) * | 2010-07-20 | 2013-06-12 | 空中客车运作有限责任公司 | Main-load-bearing planking shell and structural component and flow body comprising such a main-load-bearing planking shell |
| CN103118939B (en) * | 2010-07-20 | 2016-01-20 | 空中客车运作有限责任公司 | Main load-bearing covering shell and the structural element with main load-bearing covering shell |
| CN103411098A (en) * | 2013-08-28 | 2013-11-27 | 航天特种材料及工艺技术研究所 | Integrated high-temperature-resistant rigid heat insulation component and production method thereof |
| CN103411098B (en) * | 2013-08-28 | 2016-06-08 | 航天特种材料及工艺技术研究所 | A kind of high temperature resistant integrative rigidity heat insulating component and preparation method thereof |
| CN103509330A (en) * | 2013-09-11 | 2014-01-15 | 上海日尚医疗器械有限公司 | Lightweight high-strength weatherproof composite material and preparation method thereof |
| CN103509330B (en) * | 2013-09-11 | 2016-04-27 | 上海日尚医疗器械有限公司 | Lightweight high-strength weatherproof composite material and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090610 Termination date: 20120717 |