Pile column steel bar net rack placing table in building construction site
By designing a platform for placing the steel mesh of piles and columns, the problem of rational placement of the steel mesh of piles and columns on the construction site was solved, improving construction safety and progress, and ensuring the stability of the mesh and preventing collapse.
Patent Information
- Application Number
- CN202422671915.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-04
- Publication Date
- 2025-10-31
- Estimated Expiration
- 2034-11-04
AI Technical Summary
At construction sites, piles, columns, steel mesh, and other structural elements are often piled up haphazardly, taking up space and posing a risk of slippage, which affects construction safety and progress.
Design a placement platform including a pile column steel mesh placement end structure and a connecting body structure, comprising a base, a limiting structure and an assembly guardrail, to ensure stable stacking of the steel mesh and prevent collapse.
This achieved stable placement of the steel reinforcement mesh for piles and columns, improving the safety and progress of construction at the construction site.
Smart Images

Figure CN223497577U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building construction, and in particular to a pile and column steel mesh placement platform in a building construction site. Background Technology
[0002] Column foundations are an important type of foundation in building engineering, capable of bearing most structural loads and transferring them to the ground. Column foundations play a crucial role in architectural design and construction. This article will introduce the function and role of column foundations and explain their importance in building engineering. As a supporting component of the building structure, column foundations can withstand loads in both horizontal and vertical directions. Vertical loads include the building's self-weight and floor loads, while horizontal loads include wind loads and seismic loads. By transferring these loads to the ground, column foundations ensure sufficient stability and safety for the building.
[0003] Existing column foundations utilize reinforced concrete mesh filled with steel bars. However, on construction sites, steelworkers typically load and weld the mesh on-site. The resulting haphazard stacking of the steel mesh not only wastes space but also increases the risk of it slipping and causing accidents. With the increasing demand for safe construction, proposing a placement platform for reinforced concrete mesh on construction sites to improve safety and accelerate construction progress is becoming increasingly urgent and important. Utility Model Content
[0004] The purpose of this utility model is to provide a platform for placing steel mesh for piles and columns on construction sites, thereby solving the problems of rational placement of steel mesh for piles and columns and improving construction safety.
[0005] The technical solution adopted by this utility model to solve its technical problem is: a pile and column steel mesh placement platform in a construction site, comprising a set of pile and column steel mesh placement end structures arranged opposite to each other and a connecting structure between the two pile and column steel mesh placement end structures, characterized in that: the pile and column steel mesh placement end structure includes a front-end placement base structure, a steel mesh bottom limiting structure provided on the upper part of the front-end placement base structure, and an assembly guardrail body provided on the upper part of the steel mesh bottom limiting structure; the front-end placement base structure includes a base body, an external end provided on the outer end of the base body, and an internal connecting block provided on the inner end of the base body.
[0006] The connecting structure includes a connecting inner sleeve connected to the inner connecting block, an inner crossbar group disposed between two connecting inner sleeves, and a set of side positioning insert holes disposed at intervals in each connecting inner sleeve.
[0007] A hoisting through hole is provided in the base body, and a base connection groove is provided on the bottom surface of the base body.
[0008] The bottom limiting structure of the steel mesh frame includes a mesh support seat located on the upper part of the base body and a support mesh located on the upper part of the mesh support seat.
[0009] A limiting placement seat assembly is provided in a partial area on the upper part of the supporting net body.
[0010] The beneficial effects of this utility model are as follows: The multi-end assembly structure of the pile and column steel mesh placement platform allows for assembly and use according to the construction site environment, and ensures the stable placement of stacked pile and column steel mesh placement platforms. The bottom limiting structure of the steel mesh has load-bearing capacity, ensuring that the structure is not prone to collapse when assembling multiple components.
[0011] The present invention will be described in more detail below with reference to the accompanying drawings and embodiments. Attached Figure Description
[0012] Figure 1 This is a schematic diagram of the structure of this utility model.
[0013] Figure 2 for Figure 1 Top view.
[0014] Figure 3 This is a top view of the assembled pile column steel mesh frame of this utility model.
[0015] Figure 4 This is a diagram showing the usage state of this utility model.
[0016] In the diagram: 1. Guardrail assembly, 2. Base body, 3. External end, 4. Internal block, 5. Connecting inner sleeve, 6. Internal crossbar assembly, 7. Edge positioning component insertion hole assembly, 8. Lifting through hole, 9. Base connecting groove, 10. Mesh support seat, 11. Bearing mesh, 12. Limiting placement seat assembly, 13. Setting movable limit seat, 14. Pile column steel mesh frame, 15. Base frame structure, 16. Edge positioning component. Detailed Implementation
[0017] The terms "upper," "lower," "inner," "outer," "front end," "rear end," "both ends," "one end," and "the other end" used in the application text to indicate the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings. They are used solely for the convenience of describing the present invention and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0018] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," and "connected," etc., should be interpreted broadly. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.
[0019] Example 1, such as Figure 1-4 As shown, a pile and column steel mesh placement platform in a construction site includes a set of pile and column steel mesh placement end structures arranged opposite each other and a connecting structure between the two pile and column steel mesh placement end structures. The pile and column steel mesh placement end structure includes a front-end placement base structure, a steel mesh bottom limiting structure on the upper part of the front-end placement base structure, and an assembly guardrail 1 on the upper part of the steel mesh bottom limiting structure. The front-end placement base structure includes a base body 2, an external end 3 on the outer end of the base body, and an internal connecting block 4 on the inner end of the base body.
[0020] The connecting structure includes a connecting inner sleeve 5 connected to the inner connecting block, an inner crossbar group 6 disposed between two connecting inner sleeves, and a set of side positioning member insertion holes 7 disposed at intervals in each connecting inner sleeve. Side positioning members 16 are disposed in the set of side positioning member insertion holes 7.
[0021] The base body is provided with a hoisting through hole 8 and a base connecting groove 9 is provided on the bottom surface of the base body. Multiple base connecting grooves 9 are connected to the base frame structure 15.
[0022] The bottom limiting structure of the steel mesh frame includes a mesh support 10 located on the upper part of the base body, a support mesh 11 located on the upper part of the mesh support 10, and a movable limiting seat 13 located at the outer end of the support mesh 11. A limiting placement seat group 12 is partially provided on the upper part of the support mesh 11.
[0023] This multi-end assembly structure for the pile and column rebar mesh placement platform allows for flexible assembly and use depending on the construction site environment, ensuring stable placement of stacked rebar mesh frames. The bottom limiting structure of the rebar mesh provides load-bearing capacity, preventing collapse when assembling multiple components.
[0024] The above embodiments are merely descriptions of preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model. Various modifications and improvements made to the technical solutions of the present utility model by those skilled in the art without departing from the spirit of the present utility model should fall within the protection scope defined by the claims of the present utility model.
[0025] The parts not covered in this utility model are the same as or can be implemented using existing technologies.
Claims
1. A pile and column steel mesh placement platform for construction sites, comprising a set of oppositely arranged pile and column steel mesh placement end structures and a connecting structure disposed between the two pile and column steel mesh placement end structures, characterized in that: The pile column steel mesh placement end structure includes a front placement base structure, a steel mesh bottom limiting structure located on the upper part of the front placement base structure, and an assembly guardrail located on the upper part of the steel mesh bottom limiting structure. The front placement base structure includes a base body, an external end located on the outer end of the base body, and an internal connecting block located on the inner end of the base body.
2. The pile and column steel mesh placement platform as described in claim 1, characterized in that: The connecting structure includes a connecting inner sleeve connected to the inner connecting block, an inner crossbar group disposed between two connecting inner sleeves, and a group of side positioning holes disposed at intervals in each connecting inner sleeve.
3. The pile and column steel mesh placement platform as described in claim 1, characterized in that: A hoisting through hole is provided in the base body, and a base connection groove is provided on the bottom surface of the base body.
4. The pile and column steel mesh placement platform as described in claim 1, characterized in that: The bottom limiting structure of the steel mesh frame includes a mesh support seat located on the upper part of the base body and a support mesh located on the upper part of the mesh support seat.
5. The pile and column steel mesh placement platform as described in claim 4, characterized in that: A limiting placement seat assembly is provided in a partial area on the upper part of the supporting net body.