CN202658804U - Stirrup positioning structure - Google Patents

Stirrup positioning structure Download PDF

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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
Authority
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
Application number
CN 201220231309
Other languages
Chinese (zh)
Inventor
王昌威
房冬祥
胡月爱
赵荣生
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN 201220231309 priority Critical patent/CN202658804U/en
Application granted granted Critical
Publication of CN202658804U publication Critical patent/CN202658804U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

A kind of stirrup location structure
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.
CN 201220231309 2012-05-22 2012-05-22 Stirrup positioning structure Expired - Fee Related CN202658804U (en)

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
CN202658804U true CN202658804U (en) 2013-01-09

Family

ID=47453718

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220231309 Expired - Fee Related CN202658804U (en) 2012-05-22 2012-05-22 Stirrup positioning structure

Country Status (1)

Country Link
CN (1) CN202658804U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
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