CN201746979U - Column hoop device for beam-column core area in concrete construction - Google Patents
Column hoop device for beam-column core area in concrete construction Download PDFInfo
- Publication number
- CN201746979U CN201746979U CN 201020233732 CN201020233732U CN201746979U CN 201746979 U CN201746979 U CN 201746979U CN 201020233732 CN201020233732 CN 201020233732 CN 201020233732 U CN201020233732 U CN 201020233732U CN 201746979 U CN201746979 U CN 201746979U
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- Prior art keywords
- stirrup
- concrete construction
- column
- core space
- reinforcement bar
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- Expired - Fee Related
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Abstract
The utility model relates to a column hoop device for a beam-column core area in concrete construction. The column hoop device is characterized in that the column hoop device comprises steel bars and hoop bars, the steel bars are vertically arranged, the hoop bars surround the steel bars and welding spot connection is formed through welding. By adopting the column hoop device during concrete construction, the utility model has the advantages that the binding quality of the steel bars in the core area is greatly reinforced, the succession of the construction process is speeded up, the structural safety is ensured, the time for inspection and acceptance is obtained, the construction period is shortened and the economic benefit is remarkable.
Description
Technical field
The utility model relates to concreting outfit, particularly the tie device of beam column core space in a kind of concrete construction.
Background technology
Large-scale framework, the design feature that frame is cut building is exactly that its main framing is basic building compositions such as beam slab post, a large amount of beam column interface points will certainly appear, and these positions arrangement of reinforcement core space often, stirrup all can be encrypted, certainly will cause no small difficulty to colligation, for convenience can take to reduce stirrup in the practice of construction or arbitrarily replace with non-closed stirrup, though do not reduce stirrup quantity, but design bearing capacity greatly descends, not only caused great hidden danger to workmanship, and entail dangers to structural safety when serious, for the convenience that guarantees to construct and by the seriousness of figure construction, press for and a kind ofly can solve the difficult problem of core space stirrup colligation preferably.
The utility model content
The purpose of this utility model is when solving concrete construction, the problem of core space stirrup colligation difficulty, and the spy provides the tie device of beam column core space in a kind of concrete construction.
The utility model provides the tie device of beam column core space in a kind of concrete construction, it is characterized in that: the tie device of beam column core space comprises reinforcement bar 1 in the described concrete construction, stirrup 2;
The radical of described vertically arranged reinforcement bar 1 is 3 to 10.
The number of plies of described stirrup 2 is 3 to 20 layers.
Be primarily aimed at the stirrup colligation difficult problem of beam column infall core space, use for reference the thought of getting slider in the structural mechanics, take the stirrup device formed as stud by the drawing that processes design stirrup 2, reinforcement bar 1, be filled to earlier the relevant position in advance, main muscle is installed again, then the stirrup device is put a series of ways, well solved the core space stirrup difficult problem is installed to the drawing position.
Advantage of the present utility model:
Take tie device described in the utility model in the concrete construction, strengthened core space laid reinforcement binding quality greatly, accelerated the successive of work progress, guaranteed safety of structure, won reception time, saved the duration, remarkable in economical benefits.
Description of drawings
Below in conjunction with drawings and the embodiments the utility model is described in further detail:
Fig. 1 is the overall structure schematic diagram of tie device.
The specific embodiment
Present embodiment provides the tie device of beam column core space in a kind of concrete construction, it is characterized in that: the tie device of beam column core space comprises reinforcement bar 1 in the described concrete construction, stirrup 2;
The radical of described vertically arranged reinforcement bar 1 is 4.
The number of plies of described stirrup 2 is 4 layers.
Be primarily aimed at the stirrup colligation difficult problem of beam column infall core space, use for reference the thought of getting slider in the structural mechanics, take the stirrup device formed as stud by the drawing that processes design stirrup 2, reinforcement bar 1, be filled to earlier the relevant position in advance, main muscle is installed again, then the stirrup device is put a series of ways, well solved the core space stirrup difficult problem is installed to the drawing position.
Present embodiment provides the tie device of beam column core space in a kind of concrete construction, it is characterized in that: the tie device of beam column core space comprises reinforcement bar 1 in the described concrete construction, stirrup 2;
The radical of described vertically arranged reinforcement bar 1 is 10.
The number of plies of described stirrup 2 is 10 layers.
Be primarily aimed at the stirrup colligation difficult problem of beam column infall core space, use for reference the thought of getting slider in the structural mechanics, take the stirrup device formed as stud by the drawing that processes design stirrup 2, reinforcement bar 1, be filled to earlier the relevant position in advance, main muscle is installed again, then the stirrup device is put a series of ways, well solved the core space stirrup difficult problem is installed to the drawing position.
Present embodiment provides the tie device of beam column core space in a kind of concrete construction, it is characterized in that: the tie device of beam column core space comprises reinforcement bar 1 in the described concrete construction, stirrup 2;
The radical of described vertically arranged reinforcement bar 1 is 6.
The number of plies of described stirrup 2 is 20 layers.
Be primarily aimed at the stirrup colligation difficult problem of beam column infall core space, use for reference the thought of getting slider in the structural mechanics, take the stirrup device formed as stud by the drawing that processes design stirrup 2, reinforcement bar 1, be filled to earlier the relevant position in advance, main muscle is installed again, then the stirrup device is put a series of ways, well solved the core space stirrup difficult problem is installed to the drawing position.
Claims (3)
1. the tie device of beam column core space in the concrete construction, it is characterized in that: the tie device of beam column core space comprises reinforcement bar (1) in the described concrete construction, stirrup (2);
Reinforcement bar (1) is arranged vertically, stirrup (2) be looped around reinforcement bar (1) around, form solder joint (3) by welding and connect.
2. according to the tie device of beam column core space in the described concrete construction of claim 1, it is characterized in that: the radical of described vertically arranged reinforcement bar (1) is 3 to 10.
3. according to the tie device of beam column core space in the described concrete construction of claim 1, it is characterized in that: the number of plies of described stirrup (2) is 3 to 20 layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020233732 CN201746979U (en) | 2010-06-23 | 2010-06-23 | Column hoop device for beam-column core area in concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020233732 CN201746979U (en) | 2010-06-23 | 2010-06-23 | Column hoop device for beam-column core area in concrete construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201746979U true CN201746979U (en) | 2011-02-16 |
Family
ID=43581660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020233732 Expired - Fee Related CN201746979U (en) | 2010-06-23 | 2010-06-23 | Column hoop device for beam-column core area in concrete construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201746979U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251627A (en) * | 2011-04-27 | 2011-11-23 | 中冶建工集团有限公司 | Welded mesh sheet stirrup for concrete structure |
| CN102352669A (en) * | 2011-08-22 | 2012-02-15 | 李治轮 | Combined multi-limb constraint stirrup |
| CN102359230A (en) * | 2011-08-03 | 2012-02-22 | 李治轮 | Combined multi-limb restricted stirrup |
| CN102383496A (en) * | 2011-08-26 | 2012-03-21 | 章雪峰 | Prefabricated steel hoop barrel of reinforced concrete beam column joint and construction method |
| CN106624522A (en) * | 2017-01-23 | 2017-05-10 | 重庆房地产职业学院 | Reinforcement cage stirrup end tip compressing welding device for modern prefabricated constructional engineering |
-
2010
- 2010-06-23 CN CN 201020233732 patent/CN201746979U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251627A (en) * | 2011-04-27 | 2011-11-23 | 中冶建工集团有限公司 | Welded mesh sheet stirrup for concrete structure |
| CN102251627B (en) * | 2011-04-27 | 2013-06-19 | 中冶建工集团有限公司 | Welded mesh sheet stirrup for concrete structure |
| CN102359230A (en) * | 2011-08-03 | 2012-02-22 | 李治轮 | Combined multi-limb restricted stirrup |
| CN102352669A (en) * | 2011-08-22 | 2012-02-15 | 李治轮 | Combined multi-limb constraint stirrup |
| CN102383496A (en) * | 2011-08-26 | 2012-03-21 | 章雪峰 | Prefabricated steel hoop barrel of reinforced concrete beam column joint and construction method |
| CN106624522A (en) * | 2017-01-23 | 2017-05-10 | 重庆房地产职业学院 | Reinforcement cage stirrup end tip compressing welding device for modern prefabricated constructional engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110216 Termination date: 20110623 |