CN202645020U - Adjustable column rebar positioning hoop - Google Patents
Adjustable column rebar positioning hoop Download PDFInfo
- Publication number
- CN202645020U CN202645020U CN2012203179679U CN201220317967U CN202645020U CN 202645020 U CN202645020 U CN 202645020U CN 2012203179679 U CN2012203179679 U CN 2012203179679U CN 201220317967 U CN201220317967 U CN 201220317967U CN 202645020 U CN202645020 U CN 202645020U
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- CN
- China
- Prior art keywords
- adjustable
- steel pipe
- support bar
- adjustable column
- buckles
- 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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Abstract
The utility model discloses an adjustable column rebar positioning hoop, which comprises four supporting rods, wherein the four supporting rods are connected in pairs through four cross buckles to form a quadrangle; and a plurality of adjustable rebar clamping buckles are arranged on each supporting rod between the cross buckles. Scales are formed on the supporting rods. According to the description of the scheme, the adjustable column rebar positioning hoop has the benefits as follows: the structure is simple and the design is reasonable; the structure is stable, and the positioning is accurate; the adjustable column rebar positioning hoop is convenient to mount, dismount and position on the spot, so that the working efficiency is improved; and in addition, the adjustable column rebar positioning hoop can also be reused, so that the loss is reduced, and the cost is saved.
Description
Technical field
The utility model relates to a kind of engineering construction utensil, relates in particular to a kind of adjustable post muscle spacer ferrule.
Background technology
Present construction site, mostly the post muscle of frame column is with the following methods several location:
1, utilize stirrup to be connected with the main muscle colligation of post muscle;
2, transverse reinforcement and the main muscle with fixed length welds;
3, use the finished product spacer ferrule.
But there is following drawback in these modes:
1, colligation connected mode is insecure, easily produces displacement in concreting;
2, the reinforcing bar welding needs the special work post operating personnel, increases labour cost, wastes time;
3, welded reinforcement or use finished product spacer ferrule can not reuse, and have greatly increased cost.
The utility model content
The utility model is for the existing deficiency of prior art, and provides a kind of simple in structure, reasonable in design, and Stability Analysis of Structures, accurate positioning; Also be convenient to installing/dismounting, on-the-spot location, increased operating efficiency; Can reuse again, reduce loss, save the adjustable post muscle spacer ferrule of cost.
To achieve these goals, the utility model provides a kind of adjustable post muscle spacer ferrule, wherein, comprises four support bars, and described four support bars connect to form quadrangle in twos by four cross buckles;
The part of every described support bar between the described cross buckle at two ends is provided with some adjustable reinforcing bar buckles.
Described adjustable reinforcing bar buckle comprises that steel pipe buckles, and described steel pipe is buckled on the described support bar; Described steel pipe is buckled by connecting rod and is connected with draw-in groove.
Be provided with scale on the described support bar.
Described support bar is preferably the coating steel pipe of φ 32 * 3.5.
The beneficial effect of this programme can be learnt according to the narration to such scheme, and is simple in structure, reasonable in design; This programme adopts the assembling form, is convenient to adjust size, reduces deviation and the error of post muscle location; And the assembled frame Stability Analysis of Structures that support bar and cross buckle form is not easy out of shapely in case adjust size, also is more conducive to reduce deviation and the error of post muscle location.Adopt assembling mode with recycling, to reduce the production loss with this programme dismounting after frame column has been poured into a mould concrete, save production cost.The structure of adjustable reinforcing bar buckle can make draw-in groove block quickly main muscle when the location, and quickly dismounting after finish the location so that along concreting process, progressively moves up along the post muscle and continues the location.Be provided with scale on the support bar, make assembling of the present utility model more accurate, thereby the location is also more accurate; Simultaneously also reduce the workload that the staff assembles adjustment, increased operating efficiency.
Description of drawings
Fig. 1 is the structural representation of the utility model specific embodiment.
Fig. 2 is the structural representation of adjustable reinforcing bar buckle in the utility model.
Among the figure, 1, support bar; 2, scale; 3, cross buckle; 4, adjustable reinforcing bar buckle; 5, steel pipe is buckled; 6, connecting rod; 7, draw-in groove; 8, main muscle.
The specific embodiment
For clearly demonstrating the technical characterstic of this programme, below by the specific embodiment, this programme is set forth.
As shown in Figure 1 and Figure 2, the utility model is a kind of adjustable post muscle spacer ferrule, comprises a kind of adjustable post muscle spacer ferrule, comprises four support bars 1, and support bar 1 is the coating steel pipe of φ 32 * 3.5, is provided with scale 2 on the support bar 1.Four support bars 1 connect to form quadrangle in twos by four cross buckles 3, the part of every support bar 1 between the cross buckle 3 at two ends is provided with some adjustable reinforcing bar buckles 4, adjustable reinforcing bar buckle 4 comprises that steel pipe buckles 5, steel pipe is buckled 5 and is buckled on the support bar 1, and steel pipe is buckled 5 and is connected with draw-in groove 7 by connecting rod 6.
Concrete operation step when adjustable post muscle spacer ferrule of the present utility model uses is as follows:
1, will the adjustable reinforcing bar buckle 4 identical with main muscle 8 radicals buckleing 5 by steel pipe is through on the support bar 1;
2, the distance of adjusting between the adjustable reinforcing bar buckle 4 is identical with main muscle spacing, by screw steel pipe is buckled 5 being fixed on the support bar 1 tightly, and guarantees that main muscle 8 puts into draw-in groove 7;
3, adjacent two support bars 1 connect by cross buckle 3.
The utility model can pass through or adopt existing techniques in realizing without the technical characterictic of describing; do not repeat them here; certainly; above-mentioned explanation is not to be to restriction of the present utility model; the utility model also is not limited in above-mentioned giving an example; the variation that those skilled in the art make in essential scope of the present utility model, remodeling, interpolation or replacement also should belong to protection domain of the present utility model.
Claims (5)
1. an adjustable post muscle spacer ferrule is characterized in that, comprises four support bars, and described four support bars connect to form quadrangle in twos by four cross buckles;
The part of every described support bar between the described cross buckle at two ends is provided with some adjustable reinforcing bar buckles.
2. adjustable post muscle spacer ferrule according to claim 1 is characterized in that, described adjustable reinforcing bar buckle comprises that steel pipe buckles, and described steel pipe is buckled on the described support bar; Described steel pipe is buckled by connecting rod and is connected with draw-in groove.
3. adjustable post muscle spacer ferrule according to claim 1 and 2 is characterized in that, is provided with scale on the described support bar.
4. adjustable post muscle spacer ferrule according to claim 1 and 2 is characterized in that, described support bar is the coating steel pipe of φ 32 * 3.5.
5. adjustable post muscle spacer ferrule according to claim 3 is characterized in that, described support bar is the coating steel pipe of φ 32 * 3.5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012203179679U CN202645020U (en) | 2012-07-03 | 2012-07-03 | Adjustable column rebar positioning hoop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012203179679U CN202645020U (en) | 2012-07-03 | 2012-07-03 | Adjustable column rebar positioning hoop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202645020U true CN202645020U (en) | 2013-01-02 |
Family
ID=47414144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012203179679U Expired - Fee Related CN202645020U (en) | 2012-07-03 | 2012-07-03 | Adjustable column rebar positioning hoop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202645020U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836820A (en) * | 2017-04-01 | 2017-06-13 | 中国水利水电第八工程局有限公司 | The means for correcting of the longitudinally connected reinforcing bar of precast shear wall and bearing calibration |
| CN107724677A (en) * | 2017-10-18 | 2018-02-23 | 宁波建工工程集团有限公司 | Steel bar template positioning constructing structure and its construction method in reinforced concrete member |
| CN108487649A (en) * | 2018-03-26 | 2018-09-04 | 中国十七冶集团有限公司 | A kind of bracket and its application method for reinforcing bar binding |
| CN108756077A (en) * | 2018-08-27 | 2018-11-06 | 中国冶集团有限公司 | A kind of framework of steel reinforcement temporary positioning device |
| CN109707173A (en) * | 2019-02-02 | 2019-05-03 | 福建工程学院 | Assembled overlaps beam slab installation auxiliary device and its construction method |
-
2012
- 2012-07-03 CN CN2012203179679U patent/CN202645020U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836820A (en) * | 2017-04-01 | 2017-06-13 | 中国水利水电第八工程局有限公司 | The means for correcting of the longitudinally connected reinforcing bar of precast shear wall and bearing calibration |
| CN107724677A (en) * | 2017-10-18 | 2018-02-23 | 宁波建工工程集团有限公司 | Steel bar template positioning constructing structure and its construction method in reinforced concrete member |
| CN108487649A (en) * | 2018-03-26 | 2018-09-04 | 中国十七冶集团有限公司 | A kind of bracket and its application method for reinforcing bar binding |
| CN108756077A (en) * | 2018-08-27 | 2018-11-06 | 中国冶集团有限公司 | A kind of framework of steel reinforcement temporary positioning device |
| CN108756077B (en) * | 2018-08-27 | 2020-11-27 | 中国一冶集团有限公司 | Interim positioner of steel reinforcement framework |
| CN109707173A (en) * | 2019-02-02 | 2019-05-03 | 福建工程学院 | Assembled overlaps beam slab installation auxiliary device and its construction 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 |
Granted publication date: 20130102 Termination date: 20180703 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |