CN205711737U - Bridge formwork structure - Google Patents
Bridge formwork structure Download PDFInfo
- Publication number
- CN205711737U CN205711737U CN201620357311.8U CN201620357311U CN205711737U CN 205711737 U CN205711737 U CN 205711737U CN 201620357311 U CN201620357311 U CN 201620357311U CN 205711737 U CN205711737 U CN 205711737U
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- CN
- China
- Prior art keywords
- template
- mould skeleton
- back cord
- bridge formwork
- formwork structure
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Abstract
nullThe utility model discloses a kind of bridge formwork structure，Including the first template，First template is two，It uses and be arranged in parallel，Two first templates are the most vertically provided with the second template at two ends，Second die head and bottom are each attached in the first template，It is provided with back cord inside second template，Back cord embeds and is arranged in the second template，Mould skeleton it is provided with between two back cords，Mould skeleton two ends are fixed on back cord by voussoir，It is provided with ribbed stiffener in mould skeleton，Ribbed stiffener two ends are each attached on mould skeleton，Between two back cords and be positioned at below mould skeleton and be transversely provided with channel-section steel，Bridge formwork structure self structure intensity of the present utility model is high、Conveniently install、Implementation result is good，Can preferably play support interconnection function，Have and significantly strengthen protective action，Have certain damping property concurrently simultaneously，Extend the service life of bridge formwork further.
Description
Technical field
This utility model relates to a kind of formwork structure, particularly to a kind of bridge formwork structure.
Background technology
Existing highway bridge both sides are typically provided with higher than road surface and the anticollision barrier be made up of concrete.This concrete anti-collision guard bar typically with plank binding interior template at interval and exterior sheathing when making, injects concrete between inner and outer template, removes plank sheathing after concrete coagulation again.Wooden model loss is big, recycling difficulty, and labor intensity is big, and effect is low and line type control is difficult.Along with development and the needs of society, in order to beautify bridge and urban environment, outside bridge both sides, plant flowers and plants.Therefore, bridge formwork structure have to self structure intensity high, could preferably be used in bridge construction.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, it is provided that a kind of bridge formwork structure.
nullTo achieve these goals，The technical solution adopted in the utility model is such that bridge formwork structure of the present utility model，Including the first template，First template is two，It uses and be arranged in parallel，Two first templates are the most vertically provided with the second template at two ends，Second die head and bottom are each attached in the first template，It is provided with back cord inside second template，Back cord embeds and is arranged in the second template，Mould skeleton it is provided with between two back cords，Mould skeleton two ends are fixed on back cord by voussoir，It is provided with ribbed stiffener in mould skeleton，Ribbed stiffener two ends are each attached on mould skeleton，Between two back cords and be positioned at below mould skeleton and be transversely provided with channel-section steel，Channel-section steel two ends are each attached on back cord，Vibration damper plate is installed on it，Vibration damper plate more than one，It is provided with reinforcement connection strap between two back cords and at bottom，Reinforcement connection strap two ends add strong ties seat by one and are connected with back cord.
Further, shaped steel is all used to make as a kind of concrete version, back cord described in the utility model and mould skeleton.
Further, as a kind of concrete version, the first template described in the utility model and the second template are steel and concrete structure.
Further, as a kind of concrete version, ribbed stiffener more than one described in the utility model.
Further, as a kind of concrete version, reinforcement connection strap described in the utility model is steel construction.
Further, as a kind of concrete version, it is filled with damping in vibration damper plate described in the utility model cotton.
Compared with prior art, the utility model has the advantage of: bridge formwork structure self structure intensity of the present utility model is high, conveniently carry out installing, implementation result is good, can preferably play support interconnection function, have and significantly strengthen protective action, have certain damping property simultaneously concurrently, extend the service life of bridge formwork further.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；In figure: 1. the first template；2. the second template；3. back cord；4. mould skeleton；5. ribbed stiffener；6. vibration damper plate；7. channel-section steel；8. strengthen connection strap.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
nullThe preferred embodiment of this utility model bridge formwork structure as shown in Figure 1，Including the first template 1，First template 1 is two，It uses and be arranged in parallel，Two first templates 1 are the most vertically provided with the second template 2 at two ends，Second template 2 top and bottom are each attached in the first template 1，It is provided with back cord 3 inside second template 2，Back cord 3 embeds and is arranged in the second template 2，It is provided with mould skeleton 4 between two back cords 3，Mould skeleton 4 two ends are fixed on back cord 3 by voussoir，Ribbed stiffener 5 it is provided with in mould skeleton 4，Ribbed stiffener 5 two ends are each attached on mould skeleton 4，Between two back cords 3 and be positioned at below mould skeleton 4 and be transversely provided with channel-section steel 7，Channel-section steel 7 two ends are each attached on back cord 3，Vibration damper plate 6 is installed on it，Vibration damper plate 6 more than one，Reinforcement connection strap 8 it is provided with between two back cords 3 and at bottom，Reinforcement connection strap 8 two ends add strong ties seat by one and are connected with back cord 3.
Described back cord 3 and mould skeleton 4 all use shaped steel to make.Service life is longer, and damaged probability is less.
Described first template 1 and the second template 2 are steel and concrete structure.Carrying dynamics is strong.
Described ribbed stiffener 5 more than one.Add strong ties effect the best.
Described reinforcement connection strap 8 is steel construction.Substantially increase reinforcement connectivity.
Damping it is filled with cotton in described vibration damper plate 6.Enhance damping performance.
Bridge formwork structure self structure intensity of the present utility model is high, conveniently carry out installing, implementation result is good, can preferably play support interconnection function, have and significantly strengthen protective action, have certain damping property simultaneously concurrently, extend the service life of bridge formwork further.Two first templates 1 are the most vertically provided with the second template 2 at two ends, and the second template 2 top and bottom are each attached in the first template 1, enhance connectivity, are not likely to produce and come off；It is provided with back cord 3 inside second template 2, back cord 3 embeds and is arranged in the second template 2, it is provided with mould skeleton 4 between two back cords 3, mould skeleton 4 two ends are fixed on back cord 3 by voussoir, can preferably improve the connectivity between the first template 1 and the second template 2, and serve good effect for integrated support；Being provided with ribbed stiffener 5 in mould skeleton 4, ribbed stiffener 5 two ends are each attached on mould skeleton 4, between two back cords 3 and be positioned at below mould skeleton 4 and be transversely provided with channel-section steel 7, strengthen the dynamics of bearing.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.
Claims (6)
1. a bridge formwork structure, including the first template, it is characterized in that: the first template is two, it uses and be arranged in parallel, two first templates are the most vertically provided with the second template at two ends, second die head and bottom are each attached in the first template, it is provided with back cord inside second template, back cord embeds and is arranged in the second template, mould skeleton it is provided with between two back cords, mould skeleton two ends are fixed on back cord by voussoir, it is provided with ribbed stiffener in mould skeleton, ribbed stiffener two ends are each attached on mould skeleton, between two back cords and be positioned at below mould skeleton and be transversely provided with channel-section steel, channel-section steel two ends are each attached on back cord, vibration damper plate is installed on it, vibration damper plate more than one, it is provided with reinforcement connection strap between two back cords and at bottom, reinforcement connection strap two ends add strong ties seat by one and are connected with back cord.
Bridge formwork structure the most according to claim 1, it is characterised in that: described back cord and mould skeleton all use shaped steel to make.
Bridge formwork structure the most according to claim 1, it is characterised in that: described first template and the second template are steel and concrete structure.
Bridge formwork structure the most according to claim 1, it is characterised in that: described ribbed stiffener more than one.
Bridge formwork structure the most according to claim 1, it is characterised in that: described reinforcement connection strap is steel construction.
Bridge formwork structure the most according to claim 1, it is characterised in that: it is filled with damping in described vibration damper plate cotton.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620357311.8U CN205711737U (en) | 2016-04-26 | 2016-04-26 | Bridge formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620357311.8U CN205711737U (en) | 2016-04-26 | 2016-04-26 | Bridge formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205711737U true CN205711737U (en) | 2016-11-23 |
Family
ID=57294226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620357311.8U Expired - Fee Related CN205711737U (en) | 2016-04-26 | 2016-04-26 | Bridge formwork structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205711737U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821763A (en) * | 2016-04-26 | 2016-08-03 | 成都科创佳思科技有限公司 | Bridge formwork structure |
-
2016
- 2016-04-26 CN CN201620357311.8U patent/CN205711737U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821763A (en) * | 2016-04-26 | 2016-08-03 | 成都科创佳思科技有限公司 | Bridge formwork structure |
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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: 20161123 Termination date: 20170426 |