CN219213505U

CN219213505U - Operation platform is used in prefabricated pier stud production

Info

Publication number: CN219213505U
Application number: CN202223567393.3U
Authority: CN
Inventors: 王珅; 刘鹏; 曹志丹; 张红茹
Original assignee: Wuxi Tianying Construction Technology Co ltd
Current assignee: Wuxi Tianying Construction Technology Co ltd
Priority date: 2022-12-31
Filing date: 2022-12-31
Publication date: 2023-06-20
Anticipated expiration: 2032-12-31

Abstract

The utility model discloses an operation platform for producing prefabricated pier columns, and belongs to building construction equipment. Comprises a hollow frame which is formed by at least two angle steels and a plurality of first rectangular steel pipes and has a certain stable structure; wherein, the two angle steels are positioned on the two inner sides of the hollow frame and are placed on the two upper sides of the top of the prefabricated mold; the section of the angle steel is or is approximately in a shape of 'V', so that two inner walls of the angle steel are respectively attached to the upper surface and the side surface of the prefabricated mold, and the interval between the upper parts of the two angle steel is smaller than the width of the prefabricated mold. According to the utility model, the frame is clamped at the top of the prefabricated mould through the angle steel, and is effectively connected with the prefabricated mould; the prefabricated component is easy to disassemble without additionally arranging a bracket, meanwhile, the prefabricated component is convenient to produce, the production space is saved, and the production efficiency of the prefabricated component can be greatly improved.

Description

Operation platform is used in prefabricated pier stud production

Technical Field

The utility model belongs to building construction equipment, and particularly relates to an operation platform for producing prefabricated pier columns.

Background

Municipal administration prefabrication pier stud belongs to large-scale component, and the component height is generally higher, uses vertical pouring in order to guarantee its quality requirement in prefabrication production process, and this just makes the people be in the high altitude and carries out concrete placement operation, and the security risk is great, therefore needs to set up safe operation platform.

However, the prefabricated components need to be frequently circulated and used with the safety operation platforms in the production process, and the production of a plurality of safety operation platforms occupies limited production space, so that the safety operation platforms are required to be safe, portable and easy to assemble and disassemble. However, the conventional safe operation platform is heavy, inconvenient to assemble and disassemble, inconvenient to operate and quite unfavorable for on-site production and construction, and the conventional operation platform needs to be additionally supported by a bracket and cannot be connected with a die. However, in the production process of the prefabricated part, if the bracket of the safety operation platform is additionally arranged, a large space is wasted.

Disclosure of Invention

In order to overcome the technical defects, the utility model provides an operation platform for producing prefabricated pier columns, which aims to solve the problems related to the background technology.

The utility model provides an operation platform for producing prefabricated pier columns, which comprises the following components:

the hollow frame is formed by at least two angle steels and a plurality of first rectangular steel pipes in a shape like a Chinese character 'hui' and has a certain structure stability; wherein, the two angle steels are positioned on the two inner sides of the hollow frame and are placed on the two upper sides of the top of the prefabricated mold; the section of the angle steel is or is approximately in a shape of 'V', so that two inner walls of the angle steel are respectively attached to the upper surface and the side surface of the prefabricated mold, and the interval between the upper parts of the two angle steel is smaller than the width of the prefabricated mold.

Preferably or optionally, a plurality of mounting holes are distributed on the upper surface of the angle steel and are connected with the top of the prefabricated mold through bolts.

Preferably or alternatively, two of the mounting holes are in one group, and the distance between two adjacent groups of mounting holes on the angle steel is 1.3m.

Preferably or optionally, the two angle steels and the six first rectangular steel pipes are fixedly installed together by welding to form a hollow frame;

and a plurality of second rectangular steel pipes are welded between the inner side edge and the outer side edge and used as reinforcing ribs.

Preferably or optionally, a plurality of steel bars are further arranged on the hollow frame, and the maximum distance between the steel bars is smaller than half of the width of the soles of constructors.

Preferably or optionally, the steel bar is perpendicular to the second rectangular steel tube.

Preferably or optionally, the outer side edge of the hollow frame is also provided with a hollowed steel wire mesh to form a platform fence;

the height of the platform rail should be greater than the height of the constructor's abdomen.

Preferably or alternatively, at least one guardrail door is provided on one side of the platform rail.

Preferably or alternatively, the external profile of the angle steel is adapted to the side of the prefabricated mould.

The utility model relates to an operation platform for producing prefabricated pier columns, which has the following beneficial effects compared with the prior art: the frame is formed by adopting angle steel welding, the interval between the upper parts of the angle steel at two sides is smaller than the width of the prefabricated mold, and the frame is clamped at the top of the prefabricated mold through the angle steel so as to form effective connection with the prefabricated mold; the prefabricated component is easy to disassemble without additionally arranging a bracket, meanwhile, the prefabricated component is convenient to produce, the production space is saved, and the production efficiency of the prefabricated component can be greatly improved.

Drawings

FIG. 1 is a schematic diagram of an operation platform according to the present utility model.

Fig. 2 is a schematic structural view of a hollow frame in the present utility model.

Fig. 3 is a schematic view of the installation between the angle of the present utility model and the prefabricated form.

The reference numerals are: 10. a hollow frame; 20. prefabricating a die; 11. angle steel; 12. a first rectangular steel pipe; 13. a mounting hole; 14. a second rectangular steel pipe; 15. reinforcing steel bars; 30. a platform rail; 21. and (5) a bolt.

Detailed Description

In the following description, numerous specific details are set forth in order to provide a more thorough understanding of the present utility model. It will be apparent, however, to one skilled in the art that the utility model may be practiced without one or more of these details. In other instances, well-known features have not been described in detail in order to avoid obscuring the utility model.

Referring to fig. 1, an operation platform for producing prefabricated pier columns includes: the hollow frame 10 with a certain structural stability is formed by at least two angle steels 11 and a plurality of first rectangular steel pipes 12 in a shape of Chinese character 'hui'; wherein, two angle steels 11 are positioned on two inner sides of the hollow frame 10 and are placed on two upper sides of the top of the prefabricated mold 20; the section of the angle steel 11 is or is approximately shaped like a "" so that two inner walls of the angle steel 11 are respectively attached to the upper surface and the side surface of the prefabricated mold 20, and the interval between the upper parts of the two angle steels 11 is smaller than the width of the prefabricated mold 20. In this embodiment, two angle steels 11 are designed to be fixed, and in the actual production process, four angle steels 11 can be designed to be fixed, which respectively correspond to four sides of the prefabricated mold 20.

In a further embodiment, in general, the mounting holes 13 are positioned to be matched with the bolts 21 of the prefabricated mold 20, and in order to enhance the connection stability, a plurality of mounting holes 13 are distributed on the upper surface of the angle steel 11 and are connected with the top bolts 21 of the prefabricated mold 20. In this embodiment, two of the mounting holes 13 are grouped together, and the space between the two mounting holes 13 is generally set to be 0.13m; the distance between two adjacent groups of mounting holes 13 on the angle steel 11 is at least 1.3m.

In a further embodiment, the two angle steels 11 and the six first rectangular steel pipes 12 are fixedly installed together by welding to form a hollow frame 10; and a plurality of second rectangular steel pipes 14 are welded between the inner side edge and the outer side edge and serve as reinforcing ribs. A plurality of reinforcing bars 15 are further provided in the longitudinal direction of the hollow frame 10, that is, the reinforcing bars 15 are perpendicular to the second rectangular steel pipe 14. Wherein, the maximum distance between the reinforcing steel bars 15 is smaller than half of the width of the soles of constructors. It is obvious that this is only a basic index for ensuring the safety of the constructors, and in the practical implementation process, in order to ensure the comfort of the constructors, the maximum distance between the reinforcing bars 15 is far smaller than the above index, and in this embodiment, the distance between the two reinforcing bars 15 is 20mm, which is far smaller than the above index.

In a further embodiment, a hollow steel wire mesh is further disposed on the outer side edge of the hollow frame 10 to form a platform fence 30; the height of the platform rail 30 should be greater than the height of the constructor's abdomen. In this embodiment, the height of the platform rail 30 is 0.5-1.2 m; in practical applications, the platform rail 30 may be designed as a retractable platform rail 30 in order to meet the needs of different constructors. In addition, at least one guardrail door is provided at one side of the platform rail 30 for workers and tools to go in and out.

In this embodiment, the prefabricated mold 20 is a rectangular mold, so that in order to expand the application range of the operation platform, the external contour of the angle steel 11 may be adapted to the side edge of the prefabricated mold 20, and the installation hole 13 may be assisted to install, so that the prefabricated mold may be used for production and processing of prefabricated products with different shapes.

In order to facilitate understanding of the technical scheme of the operation platform for producing the prefabricated pier stud, a brief description is made on the working principle: the utility model forms a frame by adopting the welding of the angle steel 11, and the interval between the upper parts of the angle steel 11 at two sides is smaller than the width of the prefabrication mould 20, so that the frame is clamped at the top of the prefabrication mould 20 through the angle steel 11 to form an operation platform, and the angle steel 11 is further fixedly arranged on the prefabrication mould 20 through the bolts 21 to form effective connection; the prefabricated component is easy to disassemble without additionally arranging a bracket, meanwhile, the prefabricated component is convenient to produce, the production space is saved, and the production efficiency of the prefabricated component can be greatly improved.

In addition, the specific features described in the above embodiments may be combined in any suitable manner without contradiction. The various possible combinations of the utility model are not described in detail in order to avoid unnecessary repetition.

Claims

1. Operation platform is used in prefabricated pier stud production, its characterized in that includes: the hollow frame (10) with a certain stable structure is formed by at least two angle steels (11) and a plurality of first rectangular steel pipes (12); wherein, the two angle steels (11) are positioned on the two inner sides of the hollow frame (10) and are placed on the two upper sides of the top of the prefabricated mould (20); the section of the angle steel (11) is or is approximately in a shape of' so that two inner walls of the angle steel (11) are respectively attached to the upper surface and the side surface of the prefabricated mold (20), and the interval between the upper parts of the two angle steel (11) is smaller than the width of the prefabricated mold (20).

2. The operating platform for producing prefabricated pier columns according to claim 1, wherein a plurality of mounting holes (13) are distributed on the upper surface of the angle steel (11) and are connected with top bolts (21) of the prefabricated mold (20).

3. The operation platform for producing prefabricated pier columns according to claim 2, wherein two of the mounting holes (13) are arranged in one group, and the distance between two adjacent groups of mounting holes (13) on the angle steel (11) is 1.3m.

4. The operating platform for producing prefabricated pier columns according to claim 1, characterized in that the two angle steels (11) and the six first rectangular steel pipes (12) are fixedly mounted together by welding to form a hollow frame (10);

and a plurality of second rectangular steel pipes (14) are welded between the inner side edge and the outer side edge and used as reinforcing ribs.

5. The operation platform for producing prefabricated pier columns according to claim 4, wherein a plurality of reinforcing bars (15) are further arranged on the hollow frame (10), and the distance between the reinforcing bars (15) is 20mm.

6. The operating platform for producing prefabricated pier stud according to claim 5, wherein the reinforcing bars (15) are perpendicular to the second rectangular steel pipe (14).

7. The operation platform for producing prefabricated pier columns according to claim 1, wherein the outer side edge of the hollow frame (10) is further provided with a hollowed-out steel wire mesh to form a platform fence (30).

8. The operating platform for prefabricated pier column production according to claim 7, wherein at least one guardrail door is provided at one side of the platform rail (30).

9. Operating platform for the production of prefabricated piers according to claim 1, characterized in that the external profile of the angle (11) is adapted to the side of the prefabricated mould (20).