CN201092739Y - Installation apparatus for reinforcement cage stirrup - Google Patents
Installation apparatus for reinforcement cage stirrup Download PDFInfo
- Publication number
- CN201092739Y CN201092739Y CNU2007200328670U CN200720032867U CN201092739Y CN 201092739 Y CN201092739 Y CN 201092739Y CN U2007200328670 U CNU2007200328670 U CN U2007200328670U CN 200720032867 U CN200720032867 U CN 200720032867U CN 201092739 Y CN201092739 Y CN 201092739Y
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- China
- Prior art keywords
- bar
- cross bar
- steel pipe
- vertical support
- support bar
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- Expired - Fee Related
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Abstract
The utility model discloses a device capable of finishing installation of stirrups of steel reinforcement cages without manual crow bar operations, for resolving the default that the main reinforcement is deformed resulting from the crow bar operation in the process of installation of the stirrups of the steel reinforcement cages. The device comprises a cross bar, and two symmetrical supporting mechanisms capable of moving up and down are connected to both ends of the cross bar to enable the cross bar to remain at a horizontal hanging position. The supporting mechanism can comprises a vertical support bar, and the upper end of which is connected with one end of the cross bar via a shaft bearing. The lower end of the vertical support bar penetrates inside a vertical steel pipe, the lower end of the vertical steel pipe is connected with a base, and the middle portion of the vertical steel pipe is provided with a hole which is equipped with a bolt for fixing the lower end of the vertical steel pipe. The upper end of the vertical steel pipe is provided with a reinforcement insertion tube, in which a reinforced bar is inserted and stretches above the cross bar.
Description
Technical field
The utility model relates to the device that a kind of reinforcing cage stirrup is installed and vertically moved.
Background technology
Adopt the reinforcing cage quantity of concrete spouting bridge pile foundation huge especially at highway, railway.In the artificial process of reinforcing cage, it is to fill up the lumps of wood below reinforcing cage that the reinforcing cage stirrup is installed the method that always adopts, then with manually levering up reinforcing cage with crowbar, again the stirrup wire rod is enclosed within on the reinforcing cage, cross the per pass lumps of wood and all must manually lever up, so promptly take manpower, installation rate is slow again, and the local distortion that in the process of levering up, is easy to cause the reinforcing cage main body, influence construction quality.
Summary of the invention
The technical problems to be solved in the utility model is to provide a kind of need not manually the sled can finish the device that the reinforcing cage stirrup is installed.
For reaching above purpose, the utility model takes following technical scheme to be achieved:
A kind of erecting device of reinforcing cage stirrup is characterized in that, comprises a cross bar, and the two ends of this cross bar are connected with the supporting mechanism moving up and down of two symmetries, makes cross bar be in horizontal overhead positions.
In the such scheme, described supporting mechanism comprises a vertical support bar, and the upper end of this vertical support bar is connected with an end of cross bar by a bearing; The lower end of vertical support bar penetrates in the vertical steel pipe, and this vertical steel pipe lower end connects a base, and vertically the middle part of steel pipe is provided with a hole and the lower end of a latch in order to the fixed vertical support bar is installed; The upper end of described vertical support bar is provided with the reinforcing bar intubate, wherein inserts the top that reinforcing bar extends to cross bar.
Adopt the utility model to carry out reinforcing cage stirrup installation exercise and compares with conventional method, its advantage is, utilizes the lifting of cross bar to make between reinforcement cage skeleton and the cross bar and produces the space, makes stirrup pass obstruction smoothly and arrives appointed positions.In reinforcing cage stirrup installation process, avoided manually prizing with crowbar, thereby overcome the defective that the crowbar operation causes reinforcing cage master muscle to be out of shape, can improve simultaneously installation rate, the reduction cost of labor of stirrup, the reinforcing cage of completion of processing can also move along the reinforcing cage vertical equity, only needs the just removable whole reinforcing cage of 2 people.Save handling appliance, improved production capacity.
Description of drawings
Fig. 1 is the structural representation of the utility model in the reinforcing cage cross-wise direction.Among the figure: 1, reinforcement cage skeleton; 2, horizontal cross bar; 3, bearing; 4, vertical support bar; 5, vertical steel pipe; 6, latch; 7, base; 8, reinforcing bar; 9, reinforcing bar intubate; 10, stirrup.
Fig. 2 is that the utility model is at the axial layout schematic diagram of reinforcing cage.
The specific embodiment
Be described in further detail this use is novel below in conjunction with drawings and the specific embodiments.
As shown in Figure 1, a kind of erecting device of reinforcing cage stirrup, on-the-spot is the parallel base 7 of 30 * 30 * 30cm with two specifications of c20 concrete for making; One group of vertical steel pipe 5 one end that two diameters are 50mm are connected with concrete bed 7, and the other end is inserted with another group vertical support bar 4; Vertically the lower end of the latch 6 of a Φ 16 in order to fixed vertical support bar 4 installed at steel pipe 5 middle parts respectively, and the upper end of vertical support bar 4 is connected with horizontal cross bar 2 by bearing 3; Vertical support bar 4 upper ends and horizontal cross bar 2 junctions are provided with reinforcing bar intubate 9, wherein insert reinforcing bar 8 and extend to horizontal cross bar 2 tops.It is the L shape steel tube of 30mm that vertical support bar 4 can adopt diameter; Horizontal cross bar 2 can adopt diameter 50mm steel pipe.
The effect of each parts is: c20 concrete bed 7 is as the load-bearing pedestal of device, and two vertical steel pipes 5 play and support superstructure and for vertical support bar 3 provides the space that moves up and down, latch 6 is used for fixing the upright position of vertical support bar 4; Bearing 3 is that horizontal cross bar 2 can be rotated, and makes things convenient for vertically moving of reinforcing cage 1, and two reinforcing bars 8 can prevent that reinforcing cage 1 from tumbling from horizontal cross bar 2.
As shown in Figure 2, some Fig. 1 device of the present utility model is uniformly-spaced arranged axially that along reinforcing cage 1 quantity of layout is decided on reinforcing cage 1 length, but is no less than 4.After being put into reinforcing cage 1 on the horizontal cross bar 2, begin to install stirrup 10, when stirrup 10 installs to first, extract the latch 6 on the vertical steel pipe 5, vertical support bar 4 is descended, thereby horizontal cross bar 2 is descended, make reinforcing cage 1 built on stilts, stirrup 10 can move forward smoothly, when stirrup 10 moves past first device, lift vertical support bar 4, plug the latch 6 on the vertical steel pipe 5, continue to move forward, during to second device, repeat above operation, until moving into place installation.
Claims (3)
1. the erecting device of a reinforcing cage stirrup is characterized in that, comprises a cross bar, and the two ends of this cross bar are connected with the supporting mechanism moving up and down of two symmetries, makes cross bar be in horizontal overhead positions.
2. the erecting device of reinforcing cage stirrup according to claim 1 is characterized in that, described supporting mechanism comprises a vertical support bar, and the upper end of this vertical support bar is connected with an end of cross bar by a bearing; The lower end of vertical support bar penetrates in the vertical steel pipe, and this vertical steel pipe lower end connects a base, and vertically the middle part of steel pipe is provided with a hole and the lower end of a latch in order to the fixed vertical support bar is installed.
3. the erecting device of reinforcing cage stirrup according to claim 2 is characterized in that, the upper end of described vertical support bar is provided with the reinforcing bar intubate, inserts the top that one section reinforcing bar extends to cross bar in the reinforcing bar intubate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200328670U CN201092739Y (en) | 2007-09-28 | 2007-09-28 | Installation apparatus for reinforcement cage stirrup |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200328670U CN201092739Y (en) | 2007-09-28 | 2007-09-28 | Installation apparatus for reinforcement cage stirrup |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201092739Y true CN201092739Y (en) | 2008-07-30 |
Family
ID=39900704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200328670U Expired - Fee Related CN201092739Y (en) | 2007-09-28 | 2007-09-28 | Installation apparatus for reinforcement cage stirrup |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201092739Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
| CN104612331A (en) * | 2015-01-14 | 2015-05-13 | 成都绿迪科技有限公司 | Steel plate thickness supporting and protecting device |
| CN105569332A (en) * | 2015-11-03 | 2016-05-11 | 广东工业大学 | Rebar structure of transverse supporting beam of building |
| CN111676975A (en) * | 2020-04-28 | 2020-09-18 | 中铁工程装备集团有限公司 | Continuous manufacturing equipment and method for reinforcement cage |
-
2007
- 2007-09-28 CN CNU2007200328670U patent/CN201092739Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
| CN102979311B (en) * | 2012-12-06 | 2015-04-01 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
| CN104612331A (en) * | 2015-01-14 | 2015-05-13 | 成都绿迪科技有限公司 | Steel plate thickness supporting and protecting device |
| CN105569332A (en) * | 2015-11-03 | 2016-05-11 | 广东工业大学 | Rebar structure of transverse supporting beam of building |
| CN111676975A (en) * | 2020-04-28 | 2020-09-18 | 中铁工程装备集团有限公司 | Continuous manufacturing equipment and method for reinforcement cage |
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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: 20080730 Termination date: 20120928 |