CN222096511U - Prefabricated pier stud steel bar binding platform tool - Google Patents
Prefabricated pier stud steel bar binding platform tool Download PDFInfo
- Publication number
- CN222096511U CN222096511U CN202420724896.7U CN202420724896U CN222096511U CN 222096511 U CN222096511 U CN 222096511U CN 202420724896 U CN202420724896 U CN 202420724896U CN 222096511 U CN222096511 U CN 222096511U
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- CN
- China
- Prior art keywords
- support frame
- steel bar
- plate
- transverse plate
- pier stud
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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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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
本实用新型公开了一种预制墩柱钢筋绑扎平台工装，其组成包括底座和纵向均匀固定安装在底座上的支撑架，所述支撑架包括左立柱和右立柱，所述左立柱和右立柱的内侧分别通过螺栓安装有左立板和右立板，所述左立板和右立板相邻的一侧都均匀设置有挂钩，所述左立柱和右立柱之间还设置有上横板和下横板，所述上横板和下横板上均匀设置有凹槽，所述支撑架的两侧分别固定安装有工作台。本实用新型提高了钢筋间隔的精度，且提高了绑扎效率。
The utility model discloses a prefabricated pier column steel bar binding platform tooling, which comprises a base and a support frame uniformly fixedly installed on the base in the longitudinal direction, the support frame comprises a left column and a right column, the inner sides of the left column and the right column are respectively installed with a left vertical plate and a right vertical plate by bolts, the adjacent sides of the left vertical plate and the right vertical plate are uniformly provided with hooks, an upper horizontal plate and a lower horizontal plate are also provided between the left column and the right column, the upper horizontal plate and the lower horizontal plate are uniformly provided with grooves, and workbenches are respectively fixedly installed on both sides of the support frame. The utility model improves the precision of steel bar spacing and improves binding efficiency.
Description
Technical Field
The utility model relates to the field of prefabricated pier column steel bar binding, in particular to a prefabricated pier column steel bar binding platform tool.
Background
Before pouring, the pier column needs to be bound with the steel bars firstly, and the workers are bound on the air space, because the steel bars of the pier column are generally longer, the required steel bars are more, the distance between every two steel bars is generally pre-selected and designed, and when the workers are bound on the air space, the distance between the steel bars needs to be manually adjusted, and then the binding is carried out, so that the time is wasted, and the binding efficiency is not beneficial to improvement.
Disclosure of Invention
In order to solve the problems, the technical scheme is that the prefabricated pier stud steel bar binding platform tool comprises a base and a support frame which is longitudinally and uniformly and fixedly arranged on the base, wherein the support frame comprises a left upright post and a right upright post, the inner sides of the left upright post and the right upright post are respectively provided with a left upright plate and a right upright plate through bolts, hooks are uniformly arranged on one sides of the left upright plate and the right upright plate, an upper transverse plate and a lower transverse plate are further arranged between the left upright post and the right upright post, grooves are uniformly formed in the upper transverse plate and the lower transverse plate, and work tables are fixedly arranged on two sides of the support frame respectively.
In order to prevent the support frame from toppling over during operation, the outermost support frame is fixedly connected with the base through an adjusting screw rod.
For the convenience handling whole frock, the top of left stand and right stand is provided with the lug.
The beneficial effects of the utility model are as follows:
When binding, only need put into the couple with the reinforcing bar in with the recess can, then the workman just can stand on the workstation and carry out the ligature, this design has improved the spaced precision of reinforcing bar, and has improved ligature efficiency.
This frock science and technology installs left riser, right riser, upper diaphragm and the lower diaphragm of different structures as required, and application scope is wide, can be applicable to the pier stud of different structures.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic side view of the structure of fig. 1.
In the figure, a base 1, a workbench 2, a left upright 3, a lifting lug 4, a right upright 5, a left upright 6, an upper transverse plate 7, a groove 8, a lower transverse plate 9, an adjusting screw rod 10, a right upright 11 and a hook 12 are arranged.
Detailed Description
The utility model will be further described with reference to the drawings and examples.
In fig. 1 and 2, a prefabricated pier stud steel bar binding platform tool comprises a base 1 and a support frame which is longitudinally and uniformly fixedly arranged on the base 1, wherein the support frame comprises a left upright post 3 and a right upright post 5, a left upright plate 6 and a right upright plate 11 are respectively arranged on the inner sides of the left upright post 3 and the right upright post 5 through bolts, hooks 12 are uniformly arranged on one sides of the left upright plate 6 and the right upright plate 11 adjacent to each other, an upper transverse plate 7 and a lower transverse plate 9 are further arranged between the left upright post 3 and the right upright post 5, grooves 8 are uniformly formed in the upper transverse plate 7 and the lower transverse plate 9, and a workbench 2 is fixedly arranged on two sides of the support frame respectively.
Further, the outermost support frame is fixedly connected with the base 1 through an adjusting screw rod 10.
Further, lifting lugs 4 are arranged at the tops of the left upright post 3 and the right upright post 5.
Further, the left vertical plate 6, the right vertical plate 11, the upper transverse plate 7 and the lower transverse plate 9 can be cut by steel plates.
During operation, according to the interval distance and the shape between pier stud reinforcing steel bars, the hooks 12 are cut on the left vertical plate 6 and the right vertical plate 11, the grooves 8 are cut on the upper transverse plate 7 and the lower transverse plate 9, then the left vertical plate 6, the right vertical plate 11, the upper transverse plate 7 and the lower transverse plate 9 are arranged at the corresponding positions of the supporting frame, workers only need to put the reinforcing steel bars into the grooves 8 and the hooks 12, and after the placement of the reinforcing steel bars is completed, the workers can stand on the workbench 2 to bind the reinforcing steel bars. The tool ensures the precision of steel bar binding and improves the binding efficiency.
After binding is completed, the connecting bolts between the two ends of the upper transverse plate 7 and the left upright 3 and the right upright 5 are dismounted, the connecting bolts of the left upright 6 and the right upright 11 on the left upright 3 and the right upright 5 are dismounted at the same time, then the bound pier stud reinforcement cage is lifted up through a crane, the upper transverse plate 7, the left upright 6 and the right upright 11 are taken down, and the upper transverse plate 7, the left upright 6 and the right upright 11 are mounted back to the original positions so as to be used continuously next time.
The left vertical plate 6, the right vertical plate 11, the upper transverse plate 7 and the lower transverse plate 9 with different structures can be installed according to the shape and the requirements of the pier stud, so that the application range of the pier stud is wider.
In the description of the present utility model, it should be understood that the terms "bottom," "one end," "top," "middle," "another end," "upper," "one side," "top," "inner," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate description of the present utility model and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (3)
1. A prefabricated pier stud steel bar binding platform tool is characterized by comprising a base (1) and a support frame which is longitudinally and uniformly fixedly arranged on the base (1), wherein the support frame comprises a left stand column (3) and a right stand column (5), zuo Liban (6) and a right stand plate (11) are respectively arranged on the inner sides of the left stand column (3) and the right stand column (5) through bolts, hooks (12) are uniformly arranged on the adjacent sides of the left stand column (6) and the right stand plate (11), an upper transverse plate (7) and a lower transverse plate (9) are further arranged between the left stand column (3) and the right stand column (5), grooves (8) are uniformly formed in the upper transverse plate (7) and the lower transverse plate (9), and a workbench (2) is fixedly arranged on two sides of the support frame respectively.
2. The prefabricated pier stud steel bar binding platform tool according to claim 1, wherein the outermost support frame is fixedly connected with the base (1) through an adjusting screw rod (10).
3. The prefabricated pier stud steel bar binding platform tool according to claim 1, wherein lifting lugs (4) are arranged at the tops of the left upright post (3) and the right upright post (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420724896.7U CN222096511U (en) | 2024-04-10 | 2024-04-10 | Prefabricated pier stud steel bar binding platform tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420724896.7U CN222096511U (en) | 2024-04-10 | 2024-04-10 | Prefabricated pier stud steel bar binding platform tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222096511U true CN222096511U (en) | 2024-12-03 |
Family
ID=93629034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420724896.7U Active CN222096511U (en) | 2024-04-10 | 2024-04-10 | Prefabricated pier stud steel bar binding platform tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222096511U (en) |
-
2024
- 2024-04-10 CN CN202420724896.7U patent/CN222096511U/en active Active
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