CN204551274U - For the location structure that template of pier column of bridge is installed - Google Patents
For the location structure that template of pier column of bridge is installed Download PDFInfo
- Publication number
- CN204551274U CN204551274U CN201520176390.8U CN201520176390U CN204551274U CN 204551274 U CN204551274 U CN 204551274U CN 201520176390 U CN201520176390 U CN 201520176390U CN 204551274 U CN204551274 U CN 204551274U
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- CN
- China
- Prior art keywords
- cushion cap
- template
- post mould
- banking stop
- model
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of location structure installed for template of pier column of bridge, comprise four the post mould limiting components be embedded on cushion cap, each described post mould limiting component comprises the banking stop of a horizontally disposed spacing base and a perpendicular welding, described banking stop is 1/4 ellipse, and cambered surface is outside pier stud, two relative described banking stops are arranged on the same diagonal of post mould, side-to-side anastomosis in four right angles bottom the cambered surface of four described banking stops and the intersecting lens in cushion cap face and post mould; Described spacing base and cushion cap reinforcement welding are also embedded under cushion cap concrete cover.The utility model, when model sheetinstallat, adopts point banking stop being located at cushion cap four bights, independently locates bottom template, greatly simplifie installation procedure, and can prevent template not just, unstable phenomenon, Template Location precision is high, and efficiency of construction is high.
Description
Technical field
The utility model relates to a kind of location structure, particularly a kind of location structure installed for template of pier column of bridge.
Background technology
When bridge pier column is constructed, the construction sequence of Pier Formwork installed again by general employing first colligation pier stud reinforcing bar, because template own wt is large, its stability when adopting lifting to install, balance, all poor with the accurate polarization of cage of reinforcement, often need repeatedly repeatedly to adjust and can ensure that template is fixed on design attitude, thus meet every technical requirements, this makes, and model sheetinstallat operation is time-consuming, effort, and position inaccuracy, be unfavorable for the high efficiency and the accuracy that realize Current Engineering Construction.
Summary of the invention
The utility model provides a kind of location structure installed for template of pier column of bridge for solving in known technology the technical problem that exists, and this structure can make model sheetinstallat easy construction, accurate positioning, can accelerating construction progress.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is: a kind of location structure installed for template of pier column of bridge, comprise four the post mould limiting components be embedded on cushion cap, each described post mould limiting component comprises the banking stop of a horizontally disposed spacing base and a perpendicular welding, described banking stop is 1/4 ellipse, and cambered surface is outside pier stud, two relative described banking stops are arranged on the same diagonal of post mould, side-to-side anastomosis in four right angles bottom the cambered surface of four described banking stops and the intersecting lens in cushion cap face and post mould, described spacing base and cushion cap reinforcement welding are also embedded under cushion cap concrete cover.
The advantage that the utility model has and good effect are: when model sheetinstallat, adopt four banking stops be fixed on cushion cap, independently locate bottom template, decrease the time repeatedly adjusting template position, greatly simplifie installation procedure, and can prevent template not just, unstable phenomenon, Template Location precision is high, and efficiency of construction is high.The utility model successfully solves the problems such as Pier Formwork erector duration, complicated operation, template and cage of reinforcement contraposition be inaccurate, especially cushion cap is connected a difficult problem of installing bottom segment template with pier stud, accurately model sheetinstallat position, optimize working procedure, ensure that construction quality, accelerate construction speed.Simultaneously the utility model also have draw materials convenient, low price, easy to process, the advantage of easy construction.
Accompanying drawing explanation
Fig. 1 and Fig. 2 is structural representation of the present utility model;
Fig. 3 is post mould limiting component structural representation of the present utility model.
In figure: 1, post mould limiting component; 1-1, spacing base; 1-2, banking stop; 2, cushion cap; 3, post mould.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 ~ Fig. 3, a kind of location structure installed for template of pier column of bridge, comprise four the post mould limiting components 1 be embedded on cushion cap 2, each described post mould limiting component 1 comprises the banking stop 1-2 of a horizontally disposed spacing base 1-1 and perpendicular welding, described banking stop 1-2 is 1/4 ellipse, and cambered surface is outside pier stud, two relative described banking stop 1-2 are arranged on the same diagonal of post mould 3, side-to-side anastomosis in four right angles bottom the cambered surface of four described banking stop 1-2 and the intersecting lens in cushion cap face and post mould 3; Described spacing base 1-1 and cushion cap reinforcement welding are also embedded under cushion cap concrete cover.
Banking stop 1-2 is core of the present utility model, and the key of the utility model application designs and processes suitable banking stop.According to parameters such as the materials of modern pier stud construction experience and template, post mould limiting component 1 adopts the structural part of steel plate as Fig. 3 shows, it is made up of spacing base 1-1 and banking stop 1-2 two parts, by being welded together, spacing base 1-1 plays fixing banking stop 1-2, and banking stop 1-2 freely to be glided accurate locating template by template when installing Pier Formwork.
In the present embodiment, spacing base 1-1 is the rectangle adopting 5mm steel plate to be formed, and rectangular length is 200mm, and wide is 100mm.Banking stop 1-2 adopts 5mm steel plate to be formed, and bottom side length 25mm, can adjust according to the thickness of concrete cover of pier stud, bottom side length length can not exceed thickness of concrete cover, edge-on length of side 50mm.
Work progress of the present utility model:
Before pier cap 2 concreting, according to pier stud design scheme, by surveying setting-out determination pier stud shaping position, 4 post mould limiting components 1 are separately fixed at the relevant position of cushion cap 2, and make its cambered surface outside pier stud, and make side-to-side anastomosis in four right angles bottom the cambered surface of four described banking stop 1-2 and the intersecting lens in cushion cap face and post mould 3, ensure that 4 banking stop 1-2 can make post mould fall design attitude on cushion cap along their cambered surface.Then carry out cushion cap concreting and pre-buried column mould limiting component, make spacing base 1-1 be positioned at below cushion cap concrete cover.When Pier Formwork is installed, just determined the position of template by banking stop 1-2, automatically will be slipped to bottom banking stop, thus decrease the activity duration when dropping on banking stop under formwork hoisting, accurate template position, simplifies operation, improves efficiency of construction.
Although be described preferred embodiment of the present utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; do not departing under the ambit that the utility model aim and claim protect, can also make a lot of form, these all belong within protection domain of the present utility model.
Claims (1)
1. the location structure installed for template of pier column of bridge, it is characterized in that, comprise four the post mould limiting components be embedded on cushion cap, each described post mould limiting component comprises the banking stop of a horizontally disposed spacing base and a perpendicular welding, described banking stop is 1/4 ellipse, and cambered surface is outside pier stud, two relative described banking stops are arranged on the same diagonal of post mould, side-to-side anastomosis in four right angles bottom the cambered surface of four described banking stops and the intersecting lens in cushion cap face and post mould; Described spacing base and cushion cap reinforcement welding are also embedded under cushion cap concrete cover.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520176390.8U CN204551274U (en) | 2015-03-26 | 2015-03-26 | For the location structure that template of pier column of bridge is installed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520176390.8U CN204551274U (en) | 2015-03-26 | 2015-03-26 | For the location structure that template of pier column of bridge is installed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204551274U true CN204551274U (en) | 2015-08-12 |
Family
ID=53826407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520176390.8U Expired - Fee Related CN204551274U (en) | 2015-03-26 | 2015-03-26 | For the location structure that template of pier column of bridge is installed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204551274U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107030875A (en) * | 2017-05-31 | 2017-08-11 | 中国建筑土木建设有限公司 | Detachable and adjustable positioning system and positioning method for embedded ribs of prefabricated assembly bearing platform of bridge |
-
2015
- 2015-03-26 CN CN201520176390.8U patent/CN204551274U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107030875A (en) * | 2017-05-31 | 2017-08-11 | 中国建筑土木建设有限公司 | Detachable and adjustable positioning system and positioning method for embedded ribs of prefabricated assembly bearing platform of bridge |
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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: 20150812 Termination date: 20200326 |