CN202000266U - Supporting structure of bridge coping template - Google Patents
Supporting structure of bridge coping template Download PDFInfo
- Publication number
- CN202000266U CN202000266U CN2011200639483U CN201120063948U CN202000266U CN 202000266 U CN202000266 U CN 202000266U CN 2011200639483 U CN2011200639483 U CN 2011200639483U CN 201120063948 U CN201120063948 U CN 201120063948U CN 202000266 U CN202000266 U CN 202000266U
- Authority
- CN
- China
- Prior art keywords
- transverse beam
- bridge
- lower transverse
- supporting structure
- steel bar
- 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
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Abstract
The utility model discloses a supporting structure of a bridge coping template. A steel bar is inserted into a bridge pier; an upper transverse beam is arranged on the steel bar; the bridge pier is provided with a lower transverse beam; one end of a sway brace is connected with the upper transverse beam, and the other end of the sway brace is connected with the lower transverse beam; the upper transverse beam is provided with a plurality of platform beams and a plurality of limiting plates; a rubber plate is arranged on the inner side of the lower transverse beam; and the upper transverse beam is connected with the rubber plate through a split bolt. In the utility model, the steel bar is inserted into a preserved hole on the bridge pier along a bridge, the upper transverse beam is arranged on the steel bar, and the lower transverse beam is fixed on the bridge pier by fastening the split bolt. The supporting structure of the bridge coping template is formed by arranging the sway brace and the platform beams. A bridge pier column is taken as a support, and the steel bar, the lower transverse beam and the pier column are linked with one another, so that load is transmitted to the pier column. Due to the adoption of the structure, the supporting structure has the characteristics of simple and practical structure, short operating time, low workload, quick procedure, low cost and high safety. The problems of the supporting structure of the bridge coping template are well solved.
Description
Technical field
The utility model relates to the braced structures of a kind of concrete construction with template, particularly a kind of braced structures that is applicable to the bridge bent cap template in high pier highway, the railroad bridge field.
Background technology
One of high pier highway, railroad bridge bent cap pouring concrete difficult point are exactly the support that solves cast in place concrete form.Method at present commonly used is set up full framing, and the difficulty of setting up for high pier capping beam full framing is big, set up and remove the shortcoming that is difficult to overcome that the work of treatment amount is big, uneven sinking may appear in support that repetition work operations amount is big, time-consuming, material usage is bigger, basic.Safety, economy, programming can not satisfy the requirement of modern project.
Summary of the invention
The purpose of this utility model provides the braced structures of bridge bent cap template, and a kind of braced structures of easy to operate and practical bridge bent cap template is provided, and reaches the purpose that the activity duration is short, workload is less relatively, progress is fast, cost is low, safe and reliable.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: the braced structures of bridge bent cap template, in bridge pier, penetrate rod iron, on rod iron, install crossbeam, lower transverse beam is installed in the top rail below, bearing diagonal one end is connected with top rail, and the other end is connected with lower transverse beam, establishes a plurality of landing beams on the top rail.
On top rail, be provided with a plurality of limiting plates.
Lower transverse beam installed inside rubber tile, lower transverse beam adopts split bolt to be connected with rubber tile.
The braced structures of the bridge bent cap template that the utility model provides, with rod iron penetrate pier stud along bridge to preformed hole in, install crossbeam on it, it is spacing with top rail that limiting plate is installed, and lower transverse beam, rubber tile are fixed on the pier stud.Installation bearing diagonal, landing beam have formed the braced structures of bridge bent cap template.Reaching with the bridge pier column is support, by getting in touch of rod iron, lower transverse beam and pier stud, gives pier stud with Load Transfer.Because the utility model has adopted said structure, makes that the utility model is simple and practical, the activity duration is short, workload is little, progress is fast, has the advantages that cost is low, safety is good.Well solved the problem of the braced structures of bridge bent cap template.
Description of drawings
The utility model is described in further detail below in conjunction with accompanying drawing.
Fig. 1 is an overall structure schematic diagram of the present utility model.
The specific embodiment
In Fig. 1, the braced structures of bridge bent cap template penetrates rod iron 4 in bridge pier, install crossbeam 1 on rod iron 4, lower transverse beam 3 is installed in top rail 1 below, and bearing diagonal 2 one ends are connected with top rail 1, the other end is connected with lower transverse beam 3, establishes a plurality of landing beams 7 on the top rail 1.
On top rail 1, be provided with a plurality of limiting plates 5.
Lower transverse beam 3 installed inside rubber tiles 6, lower transverse beam 3 adopts split bolt 8 to be connected with rubber tile 6.
With two of certain-length have the rod iron 4 of silk mouthful penetrate pier stud along bridge to preformed hole in, the top rail of making of section bar such as channel-section steel 1 is installed on rod iron, and limiting plate 5 is installed successively and the suitable packing ring and tighten of packing into nut at rod iron 4 two ends, with limiting plate that top rail 1 is spacing; Lower transverse beam 3 installed inside rubber tiles 6, rubber tile 6 THICKNESS CONTROL utilize split bolt 8 will be fixed on top rail 1 below suitable position on the pier stud, fastening nut with the lower transverse beam 3 that section bar such as channel-section steel are made about 5mm; Bearing diagonal 2, landing beam 7 are installed, bearing diagonal 2 and top rail 1 lower transverse beam 3 connect and landing beam 7 welds or Bolt Connection with the employing that connects of top rail 1; Formed the braced structures of bridge bent cap template.Reaching with the bridge pier column is support, gets in touch with pier stud by rod iron 4, lower transverse beam 3, gives pier stud with Load Transfer.
Claims (3)
1. the braced structures of a bridge bent cap template, it is characterized in that: in bridge pier, penetrate rod iron (4), on rod iron (4), install crossbeam (1), lower transverse beam (3) is installed in top rail (1) below, bearing diagonal (2) one ends are connected with top rail (1), the other end is connected with lower transverse beam (3), establishes a plurality of landing beams (7) on the top rail (1).
2. the braced structures of bridge bent cap template according to claim 1 is characterized in that: be provided with a plurality of limiting plates (5) on top rail (1).
3. the braced structures of bridge bent cap template according to claim 1 is characterized in that: lower transverse beam (3) installed inside rubber tile (6), lower transverse beam (3) adopts split bolt (8) to be connected with rubber tile (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200639483U CN202000266U (en) | 2011-03-11 | 2011-03-11 | Supporting structure of bridge coping template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200639483U CN202000266U (en) | 2011-03-11 | 2011-03-11 | Supporting structure of bridge coping template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000266U true CN202000266U (en) | 2011-10-05 |
Family
ID=44703011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200639483U Expired - Fee Related CN202000266U (en) | 2011-03-11 | 2011-03-11 | Supporting structure of bridge coping template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000266U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088756A (en) * | 2013-02-01 | 2013-05-08 | 葛洲坝集团第二工程有限公司 | Steel bar bearing constructing method of bent cap construction platform |
| CN103882813A (en) * | 2014-04-10 | 2014-06-25 | 中铁二局股份有限公司 | Corbel bracket platform for bridge pier and transverse straining beam synchronous construction and construction method of corbel bracket platform |
-
2011
- 2011-03-11 CN CN2011200639483U patent/CN202000266U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088756A (en) * | 2013-02-01 | 2013-05-08 | 葛洲坝集团第二工程有限公司 | Steel bar bearing constructing method of bent cap construction platform |
| CN103882813A (en) * | 2014-04-10 | 2014-06-25 | 中铁二局股份有限公司 | Corbel bracket platform for bridge pier and transverse straining beam synchronous construction and construction method of corbel bracket platform |
| CN103882813B (en) * | 2014-04-10 | 2016-02-03 | 中铁二局工程有限公司 | For calf support platform and the building method thereof of bridge pier and straining beam synchronous construction |
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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 |
Granted publication date: 20111005 Termination date: 20190311 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |