CN204266117U - A kind of double width bridge bridge longitudinal joint place syndeton - Google Patents
A kind of double width bridge bridge longitudinal joint place syndeton Download PDFInfo
- Publication number
- CN204266117U CN204266117U CN201420739605.8U CN201420739605U CN204266117U CN 204266117 U CN204266117 U CN 204266117U CN 201420739605 U CN201420739605 U CN 201420739605U CN 204266117 U CN204266117 U CN 204266117U
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- bridge
- double width
- shaped plate
- longitudinal joint
- wing
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Abstract
The utility model proposes a kind of double width bridge bridge longitudinal joint place syndeton, comprise T-shaped plate, described T-shaped plate is erected on the adjacent edge of a wing of two width bridges of described double width bridge, and the riser of described T-shaped plate lower end is between the described adjacent edge of a wing; Deck paving is equipped with on described T-shaped plate and the described edge of a wing.The utility model has the plurality of advantages such as simple, effective, easy to operate; Bridge floor overall appearance is also better; The surface layer that T-shaped armor plate strength, rigidity are all higher, damage generally occurs over just deck paving, keeps in repair also relatively easy.
Description
Technical field
The utility model relates to bridge building operations technical field, specifically a kind of double width bridge bridge longitudinal joint place syndeton.
Background technology
Double width bridge bridge has the independent bridge of two width side by side, and between two width bridges, junction has longitudinal joint.The track of making a return journey separates by double width bridge bridge, is that structure built by a kind of common bridge.
Double width bridge bridge, because there is differential settlement between two width bridges, if do not arrange longitudinal joint device, then may form one elongated longitudinal joint on the bridge floor of two width bridge joints.If processed not in time, not only affect the attractive in appearance of bridge, and the application life of bridge floor can be reduced.
Existing double width bridge bridge longitudinal joint device is for be made up of channel-section steel+angle steel, and this kind of method complicated operation, cost be high, have region segmentation clearly at bridge floor, and after damage not easy-maintaining.
Utility model content
The utility model proposes a kind of double width bridge bridge longitudinal joint place syndeton, with solve double width bridge bridge longitudinal joint device complicated operation in prior art, cost high, have region segmentation clearly at bridge floor, and after damage the problem of not easy-maintaining.
The technical solution of the utility model is achieved in that
A kind of double width bridge bridge longitudinal joint place syndeton, comprises T-shaped plate, and described T-shaped plate is erected on the adjacent edge of a wing of two width bridges of described double width bridge, and the riser of described T-shaped plate lower end is between the described adjacent edge of a wing;
Deck paving is equipped with on described T-shaped plate and the described edge of a wing.
Further, described T-shaped plate is T steel plate.
Further, the surface layer of the deck paving on double width bridge bridge longitudinal joint is provided with longitudinal cutting seam.
Further, bitumastic is filled with in described cutting seam.
The beneficial effects of the utility model are:
Double width bridge bridge longitudinal joint place of the present utility model syndeton has:
1, the plurality of advantages such as simple, effective, easy to operate;
2, bridge floor overall appearance is also better;
3, T-shaped armor plate strength, rigidity are all higher, damage the surface layer generally occurring over just deck paving, keep in repair also relatively easy.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the side structure schematic diagram of embodiment in Fig. 1.
In figure:
1, T-shaped plate; 2, the edge of a wing; 3, riser; 4, deck paving; 5, cutting seam; 6, bitumastic.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As depicted in figs. 1 and 2, the double width bridge bridge longitudinal joint place syndeton in the present embodiment, comprises T-shaped plate 1, and described T-shaped plate 1 is erected on the adjacent edge of a wing 2 of two width bridges of described double width bridge, and the riser 3 of described T-shaped plate 1 lower end is between the described adjacent edge of a wing 2; Deck paving 4 is equipped with on described T-shaped plate 1 and the described edge of a wing 2.
In the present embodiment, described T-shaped plate 1 is T steel plate, adopts Q345B T steel plate, is not limited thereto type steel plate in practical application.The surface layer of the deck paving 4 on double width bridge bridge longitudinal joint is provided with longitudinal cutting seam 5, is filled with bitumastic 6 in described cutting seam 5.
The work progress of the present embodiment is as follows:
1, adopted in the gap between the edge of a wing 2 adjacent for two width bridges Q345B T steel plate to cover, the riser 3 of T steel plate lower end is between the described adjacent edge of a wing 2;
2, then deck paving 4 is poured into a mould in unification; T steel plate and the edge of a wing 2 entirety cover by deck paving 4;
3, the surface layer position correspondence of deck paving 4 does joint-cutting process, forms longitudinal cutting seam 5;
4, bitumastic 6 is filled in cutting seam 5.
Traditional channel-section steel+angle steel formula longitudinal joint device, complicated operation, cost be high, have region segmentation clearly at bridge floor, and after damage not easy-maintaining.
By contrast, the present embodiment has the plurality of advantages such as simple, effective, easy to operate; Bridge floor overall appearance is also better; The surface layer that T-shaped armor plate strength, rigidity are all higher, damage generally occurs over just deck paving 4, keeps in repair also relatively easy.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
1. a double width bridge bridge longitudinal joint place syndeton, is characterized in that, comprise T-shaped plate, and described T-shaped plate is erected on the adjacent edge of a wing of two width bridges of described double width bridge, and the riser of described T-shaped plate lower end is between the described adjacent edge of a wing;
Deck paving is equipped with on described T-shaped plate and the described edge of a wing.
2. a kind of double width bridge bridge longitudinal joint place as claimed in claim 1 syndeton, it is characterized in that, described T-shaped plate is T steel plate.
3. a kind of double width bridge bridge longitudinal joint place as claimed in claim 1 syndeton, is characterized in that, the surface layer of the deck paving on double width bridge bridge longitudinal joint is provided with longitudinal cutting seam.
4. a kind of double width bridge bridge longitudinal joint place as claimed in claim 3 syndeton, is characterized in that, is filled with bitumastic in described cutting seam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420739605.8U CN204266117U (en) | 2014-11-28 | 2014-11-28 | A kind of double width bridge bridge longitudinal joint place syndeton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420739605.8U CN204266117U (en) | 2014-11-28 | 2014-11-28 | A kind of double width bridge bridge longitudinal joint place syndeton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204266117U true CN204266117U (en) | 2015-04-15 |
Family
ID=52800989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420739605.8U Active CN204266117U (en) | 2014-11-28 | 2014-11-28 | A kind of double width bridge bridge longitudinal joint place syndeton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204266117U (en) |
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2014
- 2014-11-28 CN CN201420739605.8U patent/CN204266117U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |