CN215484540U - A hanging cantilever operating platform for decoration - Google Patents
A hanging cantilever operating platform for decoration Download PDFInfo
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- CN215484540U CN215484540U CN202121257297.1U CN202121257297U CN215484540U CN 215484540 U CN215484540 U CN 215484540U CN 202121257297 U CN202121257297 U CN 202121257297U CN 215484540 U CN215484540 U CN 215484540U
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Abstract
本实用新型公开了一种用于装饰装修的吊挂悬挑式操作平台，其包括拉杆、撑杆和水平支撑杆；所述拉杆的上端通过化学植筋连接于屋顶，所述拉杆的下端与所述水平支撑杆连接；所述撑杆平行于所述拉杆设置于所述拉杆的内侧，所述撑杆的上端与所述水平支撑杆连接，所述撑杆的下端通过化学螺栓固定于楼板的顶面；还包括辅助支撑杆，其垂直于所述水平支撑杆设置以形成框架结构，框架结构的顶面铺设有支撑板以提供作业空间；所述拉杆的数量为多个，其沿水平方向间隔设置；相邻所述拉杆之间的水平距离不大于3000mm。本实用新型提供的吊挂悬挑式操作平台，其结构合理，有效提高了操作平台受力的可靠性，保证了施工作业的安全性。
The utility model discloses a hanging overhanging operation platform for decoration, which comprises a pull rod, a support rod and a horizontal support rod; the upper end of the pull rod is connected to the roof through chemical planting bars, and the lower end of the pull rod is connected to the roof. The horizontal support rod is connected; the support rod is arranged on the inner side of the pull rod parallel to the pull rod, the upper end of the support rod is connected with the horizontal support rod, and the lower end of the support rod is fixed to the floor by chemical bolts It also includes auxiliary support rods, which are arranged perpendicular to the horizontal support rods to form a frame structure, and a support plate is laid on the top surface of the frame structure to provide working space; The directions are set at intervals; the horizontal distance between the adjacent tie rods is not more than 3000mm. The hanging cantilevered operating platform provided by the utility model has a reasonable structure, effectively improves the reliability of the operating platform under force, and ensures the safety of construction operations.
Description
Technical Field
The utility model belongs to the technical field of constructional engineering, and relates to a hanging and overhanging type operating platform for decoration.
Background
With the development of the construction engineering technology, various special-shaped building structures are in endless numbers, and the shapes of the special-shaped building structures are more and more curved surface models. If adopt the scaffold frame of encorbelmenting during regional fitment of encorbelmenting, it sets up the degree of difficulty height, and the security is low, and the flexibility is poor, unable global movement, need set up repeatedly, demolish, take a lot of labours to waste the material and waste time, need a large amount of scaffolds to provide the demand that sufficient working face satisfied different processes flowing water construction, not only extravagant a large amount of labours, produce the high-priced scaffold frame lease expense moreover, it is with high costs.
Especially under some working conditions, the construction period is strict, and more scaffolds are inconvenient to set up. How to ensure that the decoration of the building is completed in due time becomes a technical problem which needs to be solved urgently by technical personnel in the field on the premise of ensuring the construction safety.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve at least part of technical problems in the prior art to a certain extent, and provides a hanging and overhanging type operating platform for decoration, which has a reasonable structure, effectively improves the stress reliability of the operating platform and ensures the safety of construction operation.
In order to solve the technical problems, the utility model provides a hanging and overhanging type operating platform for decoration, which comprises a pull rod, a support rod and a horizontal support rod; the upper end of the pull rod is connected to the roof through a chemical planting bar, and the lower end of the pull rod is connected with the horizontal support rod; the stay bar is arranged on the inner side of the pull rod in parallel with the pull rod, the upper end of the stay bar is connected with the horizontal support bar, and the lower end of the stay bar is fixed on the top surface of the floor slab through a chemical bolt; the auxiliary support rod is perpendicular to the horizontal support rod to form a frame structure, and a support plate is laid on the top surface of the frame structure to provide a working space; the number of the pull rods is multiple, and the pull rods are arranged at intervals along the horizontal direction; the horizontal distance between the adjacent pull rods is not more than 3000 mm.
In a preferred embodiment, the number of the horizontal support bars is a plurality, and the horizontal support bars are arranged on a roof layer and a secondary roof layer.
As the preferred embodiment, hang overhanging type operation platform and still include supplementary pull rod, its upper end passes through the top that chemical planting muscle connects secondary top layer, its lower extreme connect in the horizontal support pole.
As a preferred embodiment, the hanging overhanging type operating platform further comprises a guardrail and a diagonal draw bar, wherein the guardrail is arranged on the outer side of the frame structure; one end of the diagonal draw bar is arranged on the horizontal support bar, and the other end of the diagonal draw bar is arranged on the pull rod.
As a preferred embodiment, the tie rod is a square tube, which is arranged perpendicular to the roof.
As a preferred embodiment, the horizontal supporting rod is a square tube with the diameter of 120 multiplied by 80 multiplied by 5mm, and the auxiliary supporting rod is a square tube with the diameter of 80 multiplied by 40 multiplied by 3 mm.
As a preferred embodiment, the length of the horizontal supporting rod is not more than 10000 mm.
As a preferred embodiment, the pull rods are arranged at intervals along the longitudinal direction of the frame structure, and the distance between adjacent pull rods is 3000 mm.
As a preferred embodiment, the supporting plate laid on the frame structure is plywood.
As a preferred embodiment, the height of the guard rail is 1200 mm.
The utility model has the beneficial effects that:
the hanging and overhanging type operating platform for decoration provided by the utility model is reasonable in structure, and the hanging and overhanging type operating platform combining the inclined pulling type and the downward supporting type is adopted, so that the stress reliability of the operating platform is effectively improved, and the safety of construction operation is ensured.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description set forth below when taken in conjunction with the drawings, which are intended to be illustrative, not limiting, of the utility model and in which:
FIG. 1 is a schematic structural view of a suspended overhanging type operation platform for decoration according to the present invention;
FIG. 2 is a perspective view of the suspended cantilevered operator platform of the present invention.
In the drawings, the reference numerals denote the following components:
10. a pull rod; 11. an auxiliary pull rod; 20. a stay bar; 30. a horizontal support bar; 31. an auxiliary support bar; 40. a guardrail; 50. and a diagonal draw bar.
Detailed Description
Fig. 1 to 2 are schematic views related to a hanging and overhanging type operation platform for decoration according to the present application, and the present invention will be described in detail below with reference to the following embodiments and the accompanying drawings.
The examples described herein are specific embodiments of the present invention, are intended to be illustrative and exemplary in nature, and are not to be construed as limiting the scope of the utility model. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of respective portions and their mutual relationships. It is noted that the drawings are not necessarily to the same scale so as to clearly illustrate the structures of the various elements of the embodiments of the utility model. Like reference numerals are used to denote like parts.
The utility model discloses a structural schematic diagram of a hanging and overhanging type operating platform for decoration, which is shown in fig. 1 and fig. 2. The hanging and overhanging type operating platform for decoration comprises a pull rod 10, a stay bar 20 and a horizontal stay bar 30; the upper end of the pull rod 10 is connected to a roof through chemical embedded bars, and the lower end of the pull rod 10 is connected with the horizontal support rod 30; the stay bar 20 is parallel to the pull rod 10 is arranged in the inner side of the pull rod 10, the upper end of the stay bar 20 is connected with the horizontal support rod 30, and the lower end of the stay bar 20 is fixed on the top surface of the floor slab through a chemical bolt.
Further, the hanging and overhanging type operation platform further comprises an auxiliary support rod 31, as shown in fig. 2, which is perpendicular to the horizontal support rod 30 to form a frame structure, and a support plate is laid on the top surface of the frame structure to provide a working space. In some embodiments, the support plate laid on the frame structure is plywood.
In the utility model, the number of the pull rods 10 is multiple, and the pull rods are arranged at intervals along the horizontal direction; the horizontal distance between the adjacent pull rods 10 is not more than 3000mm, so that the overall structural strength of the operating platform is ensured.
In fig. 1, the suspended overhanging type operation platform is erected next to the light shed of the building, namely, the chemical bar planting is connected to the roof on the premise that the light shed cannot serve as a stress point, and the operation platform is guaranteed to be fixed and reliable.
In the embodiment shown in fig. 1, the number of the horizontal support bars 30 is plural, and they are provided at the roof layer and the sub-roof layer. It will be appreciated that the vertical length of the tension rod 10 spans at least two floors of the building to facilitate the simultaneous erection of a work platform for multiple decor levels.
Further, the hanging overhanging type operating platform further comprises an auxiliary pull rod 11, as shown in fig. 1, the upper end of the auxiliary pull rod is connected with the top of the secondary top layer through a chemical bar planting, and the lower end of the auxiliary pull rod is connected with the horizontal support rod 30.
In some embodiments, the hanging cantilevered operating platform further comprises a guardrail 40 and diagonal draw bars 50, the guardrail 40 being disposed outside of the frame structure; one end of the diagonal member 50 is disposed at the horizontal support bar 30, and the other end thereof is disposed at the tension bar 10. The height of the guardrail 40 is 1200mm to ensure the safety of construction.
In the embodiment shown in fig. 1, the tie rods 10 are square tubes, which are arranged perpendicular to the roof. The horizontal support rod 30 is a square tube with the size of 120 multiplied by 80 multiplied by 5mm, and the auxiliary support rod 31 is a square tube with the size of 80 multiplied by 40 multiplied by 3 mm. The pull rods 10 are arranged at intervals along the longitudinal direction of the frame structure, and the distance between every two adjacent pull rods 10 is 3000 mm.
The length of the horizontal support rod 30 is not more than 10000mm, so that the construction safety and reliability are ensured on the premise that the operation area is increased as much as possible.
Compared with the defects and shortcomings of the prior art, the hanging and overhanging type operating platform for decoration is reasonable in structure, and the hanging and overhanging type operating platform combining the inclined pulling type and the downward supporting type is adopted, so that the stress reliability of the operating platform is effectively improved, and the safety of construction operation is ensured.
The present invention is not limited to the above embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which are the same as or similar to the technical solutions of the present invention, fall within the protection scope of the present invention.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121257297.1U CN215484540U (en) | 2021-06-07 | 2021-06-07 | A hanging cantilever operating platform for decoration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121257297.1U CN215484540U (en) | 2021-06-07 | 2021-06-07 | A hanging cantilever operating platform for decoration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215484540U true CN215484540U (en) | 2022-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121257297.1U Expired - Fee Related CN215484540U (en) | 2021-06-07 | 2021-06-07 | A hanging cantilever operating platform for decoration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215484540U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116378424A (en) * | 2023-03-30 | 2023-07-04 | 中建科工集团有限公司 | A construction method for hanging steel structures |
| CN117661826A (en) * | 2023-11-17 | 2024-03-08 | 中建八局第四建设有限公司 | Method for fixing special-shaped structure of outer climbing frame |
-
2021
- 2021-06-07 CN CN202121257297.1U patent/CN215484540U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116378424A (en) * | 2023-03-30 | 2023-07-04 | 中建科工集团有限公司 | A construction method for hanging steel structures |
| CN117661826A (en) * | 2023-11-17 | 2024-03-08 | 中建八局第四建设有限公司 | Method for fixing special-shaped structure of outer climbing frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220111 |