CN205100224U - Integrated configuration of pre -buried steel sheet and steel reinforcement cage - Google Patents
Integrated configuration of pre -buried steel sheet and steel reinforcement cage Download PDFInfo
- Publication number
- CN205100224U CN205100224U CN201520912166.0U CN201520912166U CN205100224U CN 205100224 U CN205100224 U CN 205100224U CN 201520912166 U CN201520912166 U CN 201520912166U CN 205100224 U CN205100224 U CN 205100224U
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- CN
- China
- Prior art keywords
- steel sheet
- reinforcement cage
- steel
- kink
- reinforcing cage
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Abstract
The utility model relates to an integrated configuration of pre -buried steel sheet and steel reinforcement cage, including steel reinforcement cage, steel sheet and bar dowel, the vertical muscle of steel reinforcement cage is equipped with the kink at the steel sheet mounted position, the relative angle unanimity of buckle angle and the bracket steel sheet and the basic pre -buried steel sheet of mound of kink, and the steel sheet welds on the kink, bar dowel one end and steel sheet welding, the other end welds with the vertical muscle of steel reinforcement cage for the vertical muscle of steel sheet, bar dowel and steel reinforcement cage forms a triangle -shaped's reinforced structure. The utility model discloses simple manufacture can improve the accuracy of steel reinforcement cage and pre -buried steel sheet integral hoisting location. Use the integrated configuration, cubic metre of earth excavation back is abolished the concrete of steel sheet position and can be worked on next step, removes the drilling bar planting from, saves plenty of time and manual work, in time welding steel pipe reduces exposing of foundation ditch, guarantees foundation ditch safety.
Description
Technical field
The utility model relates to technical field of building construction, is specifically related to the combining structure of a kind of pre-embedded steel slab and reinforcing cage.
Background technology
In recent years, along with the continuous expansion of scale is transformed in the development of producing and urban construction, highrise building and deep foundation engineering got more and more, and execution conditions are also more and more restricted.The building, road, pipeline, subway etc. that can close on to surrounding due to construction bring harm, traditional construction method is difficult to be suitable for, thus have to seek more effective construction method, and take some support combining form to be effective one of method solving above-mentioned difficulties.
In order to the safety of foundation ditch, support must first be constructed could soil excavation, sometimes stake (pier) face of soldier pile (pier) will be run into below the absolute altitude of foundation ditch bottom surface, if first construction supporting structure again at the bottom of soil excavation to foundation ditch, deep pit monitor cannot ensure, place has in limited time, parking of large-scale construction equipment also becomes problem, at this moment soldier pile (pier) just needs to construct from original ground, is solve the absolute altitude of reinforcing cage and built-in fitting position, angle problem from the key of original ground construction.The safety accurately directly having influence on supporting and protection structure of steel plate position, the construction control of pre-embedded steel slab position will be one of emphasis.
Utility model content
The technical problems to be solved in the utility model is, for existing construction technology Problems existing, the combining structure of a kind of pre-embedded steel slab and reinforcing cage is provided, the accuracy that reinforcing cage and pre-embedded steel slab integral hoisting are located can be improved, after making soil excavation, the concrete abolishing steel plate position can carry out further work, removes the time of steel planting from artificial, reduce the exposure of foundation ditch, and ensure deep pit monitor.
The utility model solves the problems of the technologies described above taked technical scheme: the combining structure of a kind of pre-embedded steel slab and reinforcing cage, comprise reinforcing cage, steel plate and bar dowel, the vertical muscle of reinforcing cage is provided with kink in steel plate installation site, the bending angle of kink is consistent with the relative angle of bracket steel plate and pier foundation pre-embedded steel slab, and Plate Welding is on kink; Bar dowel one end and Plate Welding, the other end welds with the vertical muscle of reinforcing cage, makes the vertical muscle of steel plate, bar dowel and reinforcing cage form a leg-of-mutton ruggedized construction.
The utility model possesses following beneficial effect:
1. the material that the utility model is used is conventional building material, makes simple, and can improve the accuracy that reinforcing cage and pre-embedded steel slab integral hoisting locate.
2. use combining structure described in the utility model, after soil excavation, the concrete abolishing steel plate position can carry out further work, removes steel planting from, saves plenty of time and artificial, can welded steel pipe in time, reduces the exposure of foundation ditch, ensures deep pit monitor.
Accompanying drawing explanation
Fig. 1 is the generalized section of the combining structure of pre-embedded steel slab described in the utility model and reinforcing cage.
Reference numeral is:
1. reinforcing cage, 2. bar dowel, 3. steel plate, hoop of 4. putting more energy into.
Detailed description of the invention
Citing below is also described further the technical solution of the utility model by reference to the accompanying drawings.
As shown in Figure 1, the combining structure of a kind of pre-embedded steel slab and reinforcing cage, comprise reinforcing cage 1, steel plate 3 and bar dowel 2, the vertical muscle of reinforcing cage 1 installs kink in steel plate 3 installation position, the bending angle of kink is consistent with the relative angle of bracket steel plate and pier foundation pre-embedded steel slab, and steel plate 3 is welded on kink; Bar dowel 2 one end is connected with steel plate 3, and the other end is connected with the vertical muscle of reinforcing cage 1, makes the vertical muscle of steel plate 3, bar dowel 2 and reinforcing cage 1 form a leg-of-mutton ruggedized construction.
Preparation method of the present utility model is as follows:
1. adopt CAD 3D modeling and planar technique, optimize the relative angle of the arrangement of the main muscle of reinforcing cage 1, bracket steel plate and pier foundation pre-embedded steel slab, while layout good reinforcing cage 1 main muscle welding sequence;
2. utilize CAD planar technique, draw each root pier foundation center and the bracket line of centres, and on the line of centres on casing both sides, draw out two point coordinates, coordinate point is from casing limit 18-22cm;
3. utilize CAD 3D modeling and planar technique determination steel plate 3 to be welded and fixed position on reinforcing cage 1;
4. according to the main muscle arrangement optimizing reinforcing cage 1, in position hoop 4 drawing the main muscle of every root of putting more energy into;
5. the main muscle of welded reinforcement cage 1, the strict correspondence in position of main muscle is put more energy into the point that hoop 4 is finished;
6. the relative angle that the main muscle of steel plate 3 presses Deepen Design bracket steel plate and pier foundation pre-embedded steel slab is in advance installed bend;
7. reinforcing cage 1 welds well, welding steel 3; The main muscle that center line and the optimal design of steel plate 3 are arranged on the fixed line of centres overlaps; After inspection is errorless, be fixed on the main muscle of bending by an electrode holder steel plate 3; Steel plate 3 firm welding; After steel plate 3 fixes, welding short steel rod 2, length and the design drawing of bar dowel 2 require to be consistent, bar dowel 2 and steel plate 3 full weld.
Claims (1)
1. the combining structure of a pre-embedded steel slab and reinforcing cage, comprise reinforcing cage, steel plate and bar dowel, it is characterized in that, the vertical muscle of reinforcing cage is provided with kink in steel plate installation site, the bending angle of kink is consistent with the relative angle of bracket steel plate and pier foundation pre-embedded steel slab, and Plate Welding is on kink; Bar dowel one end and Plate Welding, the other end welds with the vertical muscle of reinforcing cage, makes the vertical muscle of steel plate, bar dowel and reinforcing cage form a leg-of-mutton ruggedized construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520912166.0U CN205100224U (en) | 2015-11-16 | 2015-11-16 | Integrated configuration of pre -buried steel sheet and steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520912166.0U CN205100224U (en) | 2015-11-16 | 2015-11-16 | Integrated configuration of pre -buried steel sheet and steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205100224U true CN205100224U (en) | 2016-03-23 |
Family
ID=55516014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520912166.0U Expired - Fee Related CN205100224U (en) | 2015-11-16 | 2015-11-16 | Integrated configuration of pre -buried steel sheet and steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205100224U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412035A (en) * | 2018-02-22 | 2018-08-17 | 中国建筑第八工程局有限公司 | Folded plate bending bracket and preparation method thereof |
-
2015
- 2015-11-16 CN CN201520912166.0U patent/CN205100224U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412035A (en) * | 2018-02-22 | 2018-08-17 | 中国建筑第八工程局有限公司 | Folded plate bending bracket and preparation method thereof |
| CN108412035B (en) * | 2018-02-22 | 2023-09-01 | 中国建筑第八工程局有限公司 | Folded plate bending bracket and manufacturing method thereof |
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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: 20160323 Termination date: 20161116 |