CN216276803U - Assembled cylinder mound operation platform - Google Patents
Assembled cylinder mound operation platform Download PDFInfo
- Publication number
- CN216276803U CN216276803U CN202122904012.5U CN202122904012U CN216276803U CN 216276803 U CN216276803 U CN 216276803U CN 202122904012 U CN202122904012 U CN 202122904012U CN 216276803 U CN216276803 U CN 216276803U
- Authority
- CN
- China
- Prior art keywords
- operation platform
- scaffold
- cylindrical pier
- frame
- support
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to the technical field of engineering construction, in particular to an assembled cylindrical pier operating platform which comprises a supporting frame, wherein the supporting frame is connected with a scaffold, a cover plate is arranged at the upper end of the supporting frame and used for filling a gap between the scaffold and a cylindrical pier, the supporting frame is arranged on the scaffold, a cover plate is arranged at the upper end of the supporting frame, the supporting frame supports the cover plate to form the operating platform, and the operating platform can cover the gap between the scaffold and the cylindrical pier, so that the problems that the existing operating platform formed by profile steel always has a gap and cannot completely fill the gap between the scaffold and the cylindrical pier, and a tamping worker easily steps up the gap during concrete tamping on the operating platform, so that the operating platform falls from a high place and is extremely dangerous are solved.
Description
Technical Field
The utility model relates to the technical field of engineering construction, in particular to an assembly type cylindrical pier operating platform.
Background
At present, traditional cylinder mound construction adopts to set up shaped steel operation platform between scaffold frame and cylinder mound, owing to adopt shaped steel to set up, often has the clearance between shaped steel for the operation platform that shaped steel formed has the breach all the time, can not fill the clearance between scaffold frame and the cylinder mound completely, and the in-process that the worker that vibrates carries out concrete vibration on operation platform is stepped on empty easily, thereby takes place the eminence and falls, and danger is high, to sum up, need a technical method at present, can fill the space between scaffold frame and the cylinder mound completely, effectively reduce the risk that the worker that vibrates takes place the eminence and fall in operation process.
SUMMERY OF THE UTILITY MODEL
The utility model aims to: there is the breach all the time to the operation platform of shaped steel formation, can not fill the clearance between scaffold frame and the cylinder mound completely, and the workman that vibrates carries out the in-process that the concrete vibrates on operation platform, steps on empty easily to take place the eminence and fall, dangerous very high problem provides an assembled cylinder mound operation platform.
In order to achieve the purpose, the utility model adopts the technical scheme that:
the utility model provides an assembled cylinder mound operation platform, includes the support frame, the support frame is connected with scaffold, the upper end of support frame is equipped with the apron, the apron is used for filling the clearance between scaffold and the cylinder mound.
Set up the support frame on the scaffold frame, be equipped with the apron in the upper end of support frame, support the apron through the support frame and form operation platform, can cover the clearance between scaffold frame and the cylinder mound to there is the breach all the time in the operation platform of having solved current adoption shaped steel formation, can not fill the clearance between scaffold frame and the cylinder mound completely, and the in-process that the workman that vibrates carries out concrete vibration on operation platform is stepped on empty easily, thereby takes place the eminence and falls, dangerous high problem.
Preferably, the support frame is detachably connected with the scaffold. Make things convenient for installation of support frame to dismantle
Preferably, the support frame comprises a frame body, wherein a plurality of support rods are arranged in the frame body, and the support rods are uniformly distributed along the circumferential direction of the frame body.
Preferably, one end of the support rod is fixedly connected with the frame body, and the gap between the other end of the support rod and the outer side wall of the cylindrical pier is 5-10 mm.
Preferably, the lower end of the supporting rod is provided with a connecting rod, and the connecting rods are fixedly connected with the supporting rods.
Preferably, the connecting rod is an annular structural member.
Preferably, the frame body comprises a cross rod and a vertical rod, and two ends of the vertical rod are fixedly connected with the cross rod.
Preferably, the two ends of the cross rod are provided with limit pins, the positions corresponding to the scaffold are provided with sockets, and the limit pins are matched with the sockets. The two ends of the cross rod are provided with the limiting pins and the sockets on the scaffold, so that the whole operation platform can be conveniently mounted and dismounted.
Preferably, the limiting pin is of a cross-shaped structure. The end design of spacer pin is cross structure, can increase the fastness of platform and scaffold frame connection.
Preferably, the cover plate is formed by splicing a plurality of support plates.
Compared with the prior art, the utility model has the advantages that: according to the assembled cylindrical pier operating platform, the support frame is arranged on the scaffold, the cover plate is arranged at the upper end of the support frame, the cover plate is supported by the support frame to form the operating platform, and the gap between the scaffold and the cylindrical pier can be covered, so that the problems that the gap between the scaffold and the cylindrical pier cannot be completely filled due to the fact that a large gap always exists in the existing operating platform formed by profile steel, and a vibrator is easy to step empty in the concrete vibrating process on the operating platform, so that high falling is caused, and the danger is extremely high are solved.
The beneficial effects of other embodiments of the application are as follows:
1. the socket adaptation on spacer pin and the scaffold is set up through the both ends at the horizontal pole, makes things convenient for whole operation platform's installation to dismantle, and the end design of spacer pin is cross structure, can increase the fastness that platform and scaffold are connected.
Drawings
Fig. 1 is a schematic structural diagram of an assembled cylindrical pier operating platform.
Fig. 2 is a schematic structural view of the support frame.
Fig. 3 is a schematic structural diagram of the cover plate.
Fig. 4 is a partial structural schematic view of the support frame and the scaffold.
Reference numerals
The scaffold comprises the following components of 1-a support frame, 1 a-a support rod, 1 b-a cross rod, 1b 1-a limit pin, 1 c-a vertical rod, 2-a cover plate, 3-a connecting rod, 4-a scaffold, 4 b-a socket and 5-a cylindrical pier.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
Example 1
The assembled cylindrical pier operating platform of the embodiment shown in fig. 1 to 4 comprises a support frame 1, the supporting frame 1 is connected with a scaffold 4, the upper end of the supporting frame 1 is provided with a cover plate 2, the cover plate 2 is formed by splicing a plurality of supporting plates, the cover plate 2 is used for filling a gap between the scaffold 4 and a cylindrical pier 5, a support frame 1 is arranged on a scaffold 4, a cover plate 2 is arranged at the upper end of the support frame 1, the support frame 1 supports the cover plate 2 to form an operating platform which can cover the gap between the scaffold 4 and a cylindrical pier 5, thereby solved current adoption shaped steel tower and established the operation platform that forms and have great breach all the time, can not fill the clearance between scaffold frame 4 and the cylinder mound 5 completely, the in-process that the worker that vibrates carries out concrete on operation platform is stepped on empty easily to take place the eminence and fall, dangerous high problem.
When vibration operation is needed, an operation platform is formed by installing a support frame 1 and a cover plate 2, after vibration is completed, the operation platform needs to be disassembled, the support frame 1 is detachably connected with a scaffold 4, the operation platform is convenient to set up and disassemble after use, the support frame 1 comprises a frame body, the frame body comprises a transverse rod 1b and a vertical rod 1c, two ends of the vertical rod 1c are fixedly connected with the transverse rod 1b, a plurality of support rods 1a are arranged in the frame body, the support rods 1a are circumferentially and uniformly distributed along the frame body, the cover plate 2 can be uniformly supported, one end of each support rod 1a is fixedly connected with the frame body, the gap between the other end of each support rod 1a and the outer side wall of the cylindrical pier is 5-10 mm, a connecting rod 3 is arranged at the lower end of each support rod 1a, the connecting rod 3 is fixedly connected with each support rod 1a, and the connecting rod 3 is an annular structural member, the stability of the supporting stand 1 can be enhanced.
The both ends of horizontal pole 1b set up spacer pin 1b1, be equipped with socket 4b on the corresponding position of scaffold frame 4, spacer pin 1b1 with socket 4b looks adaptation makes things convenient for whole operation platform's installation to dismantle, and spacer pin 1b1 is the cruciform structure, can increase the fastness that operation platform and scaffold frame 4 are connected.
The above embodiments are only used for illustrating the utility model and not for limiting the technical solutions described in the utility model, and although the present invention has been described in detail in the present specification with reference to the above embodiments, the present invention is not limited to the above embodiments, and therefore, any modification or equivalent replacement of the present invention is made; therefore, it is intended to cover all modifications and variations of this invention provided they come within the scope of the appended claims.
Claims (10)
1. The utility model provides an assembled cylinder mound operation platform which characterized in that: including support frame (1), support frame (1) is connected with scaffold frame (4), the upper end of support frame (1) is equipped with apron (2), apron (2) are used for filling the clearance between scaffold frame (4) and cylinder mound (5).
2. The fabricated cylindrical pier operation platform of claim 1, wherein: the support frame (1) is detachably connected with the scaffold (4).
3. The fabricated cylindrical pier operation platform of claim 1, wherein: the support frame (1) comprises a frame body, wherein a plurality of support rods (1a) are arranged in the frame body, and the support rods (1a) are circumferentially and uniformly distributed along the frame body.
4. The fabricated cylindrical pier operation platform of claim 3, wherein: one end of the support rod (1a) is fixedly connected with the frame body, and the gap between the other end of the support rod and the outer side wall of the cylindrical pier (5) is 5-10 mm.
5. The fabricated cylindrical pier operation platform of claim 4, wherein: the lower end of the support rod (1a) is provided with a connecting rod (3), and the connecting rods (3) are fixedly connected with the support rods (1 a).
6. The fabricated cylindrical pier operation platform of claim 5, wherein: the connecting rod (3) is an annular structural part.
7. The fabricated cylindrical pier operation platform of claim 3, wherein: the frame body comprises a cross rod (1b) and a vertical rod (1c), and two ends of the vertical rod (1c) are fixedly connected with the cross rod (1 b).
8. The fabricated cylindrical pier operation platform of claim 7, wherein: both ends of horizontal pole (1b) set up spacer pin (1b1), be equipped with socket (4b) on the corresponding position of scaffold frame (4), spacer pin (1b1) with socket (4b) looks adaptation.
9. The fabricated cylindrical pier operation platform of claim 8, wherein: the limiting pin (1b1) is of a cross-shaped structure.
10. The assembly type cylindrical pier operating platform according to any one of claims 1 to 9, wherein:
the cover plate (2) is formed by splicing a plurality of supporting plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122904012.5U CN216276803U (en) | 2021-11-24 | 2021-11-24 | Assembled cylinder mound operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122904012.5U CN216276803U (en) | 2021-11-24 | 2021-11-24 | Assembled cylinder mound operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216276803U true CN216276803U (en) | 2022-04-12 |
Family
ID=81036226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122904012.5U Active CN216276803U (en) | 2021-11-24 | 2021-11-24 | Assembled cylinder mound operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216276803U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914595A (en) * | 2021-11-24 | 2022-01-11 | 广西长兴工程建设有限公司 | Assembled cylinder mound operation platform |
-
2021
- 2021-11-24 CN CN202122904012.5U patent/CN216276803U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914595A (en) * | 2021-11-24 | 2022-01-11 | 广西长兴工程建设有限公司 | Assembled cylinder mound operation platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210316779U (en) | Template supporting structure of water tower inverted cone shell | |
| CN109944435B (en) | Template support frame for silo cone shell construction and construction method | |
| CN216276803U (en) | Assembled cylinder mound operation platform | |
| CN104929148B (en) | The upside-down mounting hardened system of generation power foundation of wind power ring group plinth and reinforcement means thereof | |
| CN104746862A (en) | Temporary installation operating platform on overhead equipment foundation and erecting method thereof | |
| CN103896165B (en) | The outer climbing tower crane supporting system of a kind of suspension type and turnover using method thereof | |
| CN113914595A (en) | Assembled cylinder mound operation platform | |
| CN110373998B (en) | Supporting device for forming main cable of suspension bridge of space cable system and using method | |
| CN210597044U (en) | Support seat is adjusted to support pillar crossbeam of assembling | |
| CN113216019A (en) | Pier stud reinforcing and support replacing device | |
| CN110821207A (en) | Integral lifting method for small-sized existing structure | |
| CN104947953A (en) | 10 kV electric transmission line concrete pole replacing method and temporary pole replacement | |
| CN211948384U (en) | Tension-free cast-in-place pile foundation | |
| CN110842552A (en) | Mounting method of mixing machine and device for mounting mixing machine | |
| CN210369024U (en) | Assembled tower crane cushion cap basis festival standard height controlling means | |
| CN210013467U (en) | Umbrella-shaped high formwork supporting device | |
| CN210315558U (en) | Telescopic and deformable plug-in concrete vibrating bent | |
| CN217026747U (en) | Pier stud reinforcing and support replacing device | |
| CN108385710B (en) | Reusable tower foundation and installation method thereof | |
| CN218290167U (en) | Safe hoisting high-precision hovering positioning installation equipment of movable gantry crane | |
| CN108842620A (en) | A kind of telescopic bridge equipment support leg mechanism | |
| CN214737426U (en) | Bridge pier stud assembled safety operation platform | |
| CN218114844U (en) | Tower crane crossover sub | |
| CN208346841U (en) | Load-bearing basis | |
| CN217629470U (en) | Auxiliary device for construction of steel reinforcement cage of bent cap |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |