CN202658804U - Stirrup positioning structure - Google Patents
Stirrup positioning structure Download PDFInfo
- Publication number
- CN202658804U CN202658804U CN 201220231309 CN201220231309U CN202658804U CN 202658804 U CN202658804 U CN 202658804U CN 201220231309 CN201220231309 CN 201220231309 CN 201220231309 U CN201220231309 U CN 201220231309U CN 202658804 U CN202658804 U CN 202658804U
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- CN
- China
- Prior art keywords
- stirrups
- stirrup
- positioning structure
- stirrup positioning
- muscle
- 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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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to a building steel bar structure, in particular to a stirrup positioning structure. In order to solve the problem of a stirrup positioning of beam and column nodes during construction, the stirrup positioning structure is provided. In the technical scheme, the stirrup positioning structure comprises column angle ribs and a plurality of stirrups, the column angle ribs are positioned at four angles, the stirrups are sleeved at outer sides of a quadrangle encircled by the column angle ribs, and positioning ribs are welded on the stirrups and are parallel to the stirrups. By the stirrup positioning structure, the steel bar position can reach design requirement, meanwhile, labor is saved, and construction time is shortened.
Description
Technical field
The utility model relates to a kind of building bar construction, is specially a kind of stirrup location structure.
Background technology
The structure that now construction beam column joint reinforcing bar installation is generally adopted is after beam-slab template installs, the primary-secondary beam reinforced frame is erected colligation, can not be with the colligation of post muscle after core space (column beam joint place) column tie-bar is put, from the space of template side, column tie-bar is adjusted colligation again after adjusting in the template and fix until complete together the falling of beam muscle colligation.Finish this structure operation inconvenience, efficiency of construction is low, and easily cause stirrup position, spacing deviation to reach Lou greatly and tie up, the quality problems such as colligation is not firm.
Summary of the invention
The utility model provides a kind of stirrup location structure in order to solve the problem in building operations beam-column node stirrup location.
The technical solution of the utility model is that a kind of stirrup location structure comprises the post angle muscle that is positioned at four corners position, is enclosed within some stirrups in the quadrangle outside of post angle muscle formation, is welded with and the parallel positioning bar of post angle muscle at all stirrups.
Compare with existing structure, in the structural concept described in the utility model, the primary-secondary beam reinforced frame erect colligation complete after, first with the interim simple colligation of core space column tie-bar, each core space pastes post muscle medial shaft to placement with positioning bar in muscle a distance, distance post angle, adopt electric welding that positioning bar is located spot welding with corresponding stirrup crosspoint respectively, make it form whole skeleton, and with post master muscle without colligation, thereby together fall in the template with the unjointed beam muscle, and then stirrup is firm with the colligation of post muscle, thereby make whole stirrup all be fixed on the designing requirement position topmost.
Structure described in the utility model, simplicity of design, rationally, constructing operation is convenient, has guaranteed that reinforcement location can reach designing requirement, saves simultaneously manually, shortens the engineering time.
Description of drawings
Fig. 1 is structural representation of the present utility model
Among the figure: 1-stirrup, 2-post angle muscle, 3-positioning bar.
The specific embodiment
As schematically shown in Figure 1, a kind of stirrup location structure comprises the post angle muscle 2 that is positioned at four corners position, is enclosed within several stirrups 1 in the quadrangle outside of post angle muscle 2 formation, is welded with the positioning bar 3 parallel with post angle muscle at all stirrups 1.Positioning bar 3 length=deck-molding+100mm.
Claims (2)
1. stirrup location structure, it is characterized in that: comprise the post angle muscle (2) that is positioned at four corners position, be enclosed within several stirrups (1) in the quadrangle outside of post angle muscle (2) formation, be welded with the positioning bar (3) parallel with post angle muscle at all stirrups (1).
2. stirrup location structure according to claim 1, it is characterized in that: positioning bar (3) length is deck-molding+100mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220231309 CN202658804U (en) | 2012-05-22 | 2012-05-22 | Stirrup positioning structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220231309 CN202658804U (en) | 2012-05-22 | 2012-05-22 | Stirrup positioning structure |
Publications (1)
Publication Number | Publication Date |
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CN202658804U true CN202658804U (en) | 2013-01-09 |
Family
ID=47453718
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201220231309 Expired - Fee Related CN202658804U (en) | 2012-05-22 | 2012-05-22 | Stirrup positioning structure |
Country Status (1)
Country | Link |
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CN (1) | CN202658804U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301506A (en) * | 2017-12-28 | 2018-07-20 | 天元建设集团有限公司 | A kind of square tubular column-beams of concrete bracket Joint's connection fabrication and its construction method |
CN108316566A (en) * | 2018-03-19 | 2018-07-24 | 中国建筑第八工程局有限公司 | A kind of the stirrup locator and stirrup localization method of bean column node hoop reinforcement |
CN114482560A (en) * | 2022-02-23 | 2022-05-13 | 中国建筑第八工程局有限公司 | Beam steel bar binding and mounting method |
-
2012
- 2012-05-22 CN CN 201220231309 patent/CN202658804U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301506A (en) * | 2017-12-28 | 2018-07-20 | 天元建设集团有限公司 | A kind of square tubular column-beams of concrete bracket Joint's connection fabrication and its construction method |
CN108301506B (en) * | 2017-12-28 | 2023-08-11 | 天元建设集团有限公司 | Square steel column-concrete beam bracket node connection structure and construction method thereof |
CN108316566A (en) * | 2018-03-19 | 2018-07-24 | 中国建筑第八工程局有限公司 | A kind of the stirrup locator and stirrup localization method of bean column node hoop reinforcement |
CN108316566B (en) * | 2018-03-19 | 2023-10-13 | 中国建筑第八工程局有限公司 | Stirrup positioner and stirrup positioning method for beam-column joint stirrup encryption area |
CN114482560A (en) * | 2022-02-23 | 2022-05-13 | 中国建筑第八工程局有限公司 | Beam steel bar binding and mounting method |
CN114482560B (en) * | 2022-02-23 | 2023-09-01 | 中国建筑第八工程局有限公司 | Beam reinforcement binding and installing method |
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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: 20130109 Termination date: 20180522 |