CN207668397U - Stirrup forming supporter - Google Patents
Stirrup forming supporter Download PDFInfo
- Publication number
- CN207668397U CN207668397U CN201721541873.9U CN201721541873U CN207668397U CN 207668397 U CN207668397 U CN 207668397U CN 201721541873 U CN201721541873 U CN 201721541873U CN 207668397 U CN207668397 U CN 207668397U
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- China
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- toroidal frame
- annulus
- pedestal
- forming supporter
- ring
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- 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.)
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Abstract
The utility model discloses a kind of stirrup forming supporter, including toroidal frame, pedestal, the toroidal frame includes upper layer annulus and lower layer's annulus, is equipped with several radial support beams on the outside of lower layer's annular ring peripheral, two layers of annulus is by Vertical bar connection and forms entirety；The pedestal is located at toroidal frame lower part, the annulus outer diameter is identical as stake diameter, a pipe is equipped at toroidal frame center, forming supporter pedestal is the annulus with reinforcement fabrication, welded reinforcement supports in ring, a reinforcing bar welds perpendicular to anchor ring in circle ring center, and on reinforcing bar, toroidal frame can be freely rotated the toroidal frame steel pipe socket relative to pedestal.The utility model provides a kind of stirrup forming supporter, large diameter pile foundation steel reinforcement cage binding efficiency is improved, and effectively shorten construction period, to reduce building cost.
Description
Technical field
The utility model belongs to construction engineering technical field, more particularly to stirrup forming supporter.
Background technology
With the gradual quickening of urban construction step, urban interchange, cross a river, bridge spanning the sea construction project also gradual
Increase, and develops towards big, new, strange, special direction.So also derive the respective change of base form, Pile Diameter with
Increase.And while Pile Diameter increases, difficulty of construction is also increasing therewith.Especially with the binding difficulty of pile foundation steel bar cage
Increase significantly, steel reinforcement cage diameter is more than that operator's height is more, and very big inconvenience is caused to binding operation.
Certainly, the raising of industrialization degree also promotes the fast development of large-scale reinforcement cage lashing equipment.However, it is high
High price is often more suitable for producing in batches.It is still relatively inexpensive manually to bind when small-scale fabrication of reinforcing cage.Therefore, how
Time saving, labour-saving completes steel reinforcement cage and binds work, becomes the problem of operators puzzle and improve.
Utility model content
The purpose of this utility model is to provide a kind of stirrup shaping jig, and stirrup binding is made to become more convenient.
The utility model is using following technical scheme realization, a kind of stirrup forming supporter, including toroidal frame, pedestal, institute
It includes upper layer annulus and lower layer's annulus to state toroidal frame, and several radial support beams, two layers of circle are equipped on the outside of lower layer's annular ring peripheral
Ring is by Vertical bar connection and forms entirety；The pedestal is located at toroidal frame lower part, and the annulus outer diameter is identical as stake diameter, annular
It is equipped with a pipe at frame center, forming supporter pedestal is with the annulus of reinforcement fabrication, and welded reinforcement support in ring, circle ring center hangs down
A reinforcing bar directly is welded in anchor ring, on reinforcing bar, toroidal frame can be freely rotated the toroidal frame steel pipe socket relative to pedestal.
Preferably, a diameter of 28mm of the reinforcing bar.
Preferably, the outer diameter of the steel pipe is 48mm.
Preferably, the height of the toroidal frame is 300mm.
The utility model provides a kind of stirrup forming supporter, improves large diameter pile foundation steel reinforcement cage binding efficiency, and effectively
Shortening construction period, to reduce building cost.
Description of the drawings
Fig. 1 is the structural schematic diagram of the stirrup forming supporter of the utility model embodiment.
Fig. 2 is the 1-1 views of Fig. 1.
Fig. 3 is the structural schematic diagram of upper layer annulus.
Fig. 4 is the structural schematic diagram of lower layer's annulus.
Fig. 5 is the structural schematic diagram of pedestal.
Fig. 6 is the structural schematic diagram being wound in stirrup on forming supporter.
Fig. 7 is by ready-made stirrup installation in the schematic diagram on steel reinforcement cage.
Fig. 8 is the schematic diagram for arranging stirrup by design requirement, binding.
Specific implementation mode
Technical solutions of the utility model are discussed in detail below in conjunction with the accompanying drawings.
As shown in Figs. 1-5, the embodiments of the present invention disclose a kind of stirrup forming supporter, including toroidal frame 1, pedestal 4,
It is divided into two parts, top is toroidal frame 1, and toroidal frame 1 divides for upper layer annulus 2 and lower layer's annulus 3, and two layers of annulus is connected by vertical reinforcement
Entirety is connect and is formed, i.e.,：Toroidal frame 1, annulus outer diameter is identical as stake diameter, high 300m between two layers of annulus；Needed for toroidal frame makes
Reinforcing bar can be adjusted accordingly according to construction site current material, and a pipe 5 is installed at toroidal frame center.4 structure of forming supporter pedestal
Make relatively simple, with reinforcement fabrication annulus, 28 reinforcing bar of φ welds perpendicular to anchor ring in welded reinforcement support in ring, circle ring center
6, upper, annular frame steel pipe is inserted on 28 reinforcing bars 6 of φ, toroidal frame is made to be freely rotated.
When construction, first stirrup one end is fixed on toroidal frame 1, then stirrup is wound on toroidal frame 1, is waited for around to 20
When enclosing left and right, the stirrup wound is removed, is installed on steel reinforcement cage.Detailed step is as shown in figs 6-8.
This novel construction site large diameter pile fabrication of reinforcing cage of solving of constructing is can be seen that by above-mentioned work progress
Problem can reduce the manufacture difficulty of large diameter pile steel reinforcement cage, reduce mechanical input amount, improve production efficiency.
In addition, the utility model substantially reduces cost of manufacture using live reinforcing bar waste-material-preparing.
Finally it should be noted that：The above descriptions are merely preferred embodiments of the present invention, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it still can be with technical scheme described in the above embodiments is modified, or to which part technical characteristic
Carry out equivalent replacement.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (4)
1. a kind of stirrup forming supporter, which is characterized in that including toroidal frame, pedestal, the toroidal frame includes upper layer annulus and lower layer
Annulus, lower layer's annular ring peripheral outside are equipped with several radial support beams, and two layers of annulus is by Vertical bar connection and forms entirety；
The pedestal is located at toroidal frame lower part, and the annulus outer diameter is identical as stake diameter, and a pipe, forming supporter are equipped at toroidal frame center
Pedestal is with the annulus of reinforcement fabrication, and a reinforcing bar, the ring weld perpendicular to anchor ring in welded reinforcement support in ring, circle ring center
On reinforcing bar, toroidal frame can be freely rotated shape frame steel pipe socket relative to pedestal.
2. stirrup forming supporter according to claim 1, which is characterized in that a diameter of 28mm of the reinforcing bar.
3. stirrup forming supporter according to claim 1, which is characterized in that the outer diameter of the steel pipe is 48mm.
4. stirrup forming supporter according to claim 1, which is characterized in that the height of the toroidal frame is 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721541873.9U CN207668397U (en) | 2017-11-17 | 2017-11-17 | Stirrup forming supporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721541873.9U CN207668397U (en) | 2017-11-17 | 2017-11-17 | Stirrup forming supporter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207668397U true CN207668397U (en) | 2018-07-31 |
Family
ID=62965405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721541873.9U Active CN207668397U (en) | 2017-11-17 | 2017-11-17 | Stirrup forming supporter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207668397U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107790590A (en) * | 2017-11-17 | 2018-03-13 | 中国二冶集团有限公司 | Stirrup forming supporter |
-
2017
- 2017-11-17 CN CN201721541873.9U patent/CN207668397U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107790590A (en) * | 2017-11-17 | 2018-03-13 | 中国二冶集团有限公司 | Stirrup forming supporter |
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