CN216007803U - Concrete single-column top operating platform's suspended structure - Google Patents
Concrete single-column top operating platform's suspended structure Download PDFInfo
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- CN216007803U CN216007803U CN202121315352.8U CN202121315352U CN216007803U CN 216007803 U CN216007803 U CN 216007803U CN 202121315352 U CN202121315352 U CN 202121315352U CN 216007803 U CN216007803 U CN 216007803U
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Abstract
The utility model discloses a suspension structure of a concrete independent column top operation platform, which is used for suspending the operation platform on the top of the concrete independent column, wherein the independent column is provided with a bracket and comprises two pieces of bottom longitudinal angle iron and two pieces of top longitudinal angle iron, the bottom longitudinal angle iron and the top longitudinal angle iron are arranged in parallel, the two pieces of bottom longitudinal angle iron are respectively positioned at two sides of the independent column and the bracket, the two pieces of top longitudinal angle iron are positioned at two sides of the independent column top, the bottom longitudinal angle iron positioned at the same side is connected with the top longitudinal angle iron through the two pieces of vertical angle iron, the inner side horizontal right angle surface of the top longitudinal angle iron is used for abutting against the column top edge of the independent column, the two pieces of top longitudinal angle iron are connected through the two pieces of top transverse angle iron, the two pieces of bottom longitudinal angle iron are connected through the two pieces of bottom transverse angle iron, the two pieces of bottom transverse angle iron are respectively positioned at the front side of the independent column and the rear side of the bracket, the bottom longitudinal angle iron is used for connecting the operation platform.
Description
Technical Field
The utility model relates to a concrete independent column top operating platform.
Background
Referring to fig. 2, the concrete independent column 1 is provided with a bracket 11, and the top ends of the independent column 1 and the bracket 11 are each provided with an embedded part (not shown) for welding the pedestal 4 to mount the pedestal 4 to the top ends of the independent column and the bracket 11. This support 4 of installation needs the manual work to operate, in prior art, often need erect the scaffold frame outside the detached column, supplies the workman to climb to 1 top of detached column to weld, the loading and unloading of scaffold frame are consuming time longer, makes the installation effectiveness of support 4 lower.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model aims to provide a suspension structure of a concrete independent column top operation platform, which can improve the installation efficiency of a support.
The purpose of the utility model is realized by adopting the following technical scheme:
concrete independent post capital operation platform's suspended structure for hang operation platform at concrete independent post capital, the independent post is equipped with the bracket, suspended structure includes two vertical angle irons in bottom and two vertical angle irons in top, the vertical angle iron in bottom with the vertical angle iron in top all sets up side by side, two the vertical angle iron in bottom is located respectively the independent post reaches the both sides of bracket, two the vertical angle iron in top is located the both sides of independent post capital, be located the homonymy the vertical angle iron in bottom with the vertical angle iron in top is connected through two vertical angle irons, the inboard horizontal right angle face of the vertical angle iron in top is used for leaning on at the post top edge at the independent post, two the vertical angle iron in top is connected through two horizontal angle irons in top, two the vertical angle iron in bottom is connected through two horizontal angle irons in bottom, two the horizontal angle bar in bottom is located respectively the front side of detached column with the rear side of bracket, the vertical angle bar in bottom is used for connecting operation platform.
Specifically, the length of the top longitudinal angle iron is 100mm-250mm longer than the distance between the front and rear walls of the independent column top.
Specifically, the outer vertical right-angle surfaces of the two bottom longitudinal angle irons face the two transverse side walls of the independent column respectively, and the distance between the two outer vertical right-angle surfaces is 30-100 mm larger than the distance between the two transverse side walls of the independent column.
Specifically, the distance between the inner vertical right-angle surfaces of the two top longitudinal angle irons is 30-60 mm larger than the distance between the two transverse side walls of the independent column.
Specifically, two the vertical right angle face in outside of the horizontal angle bar of bottom is towards respectively the preceding lateral wall of detached column with the back lateral wall of bracket, two the interval of the vertical right angle face in outside is than the preceding lateral wall of detached column with the interval of the back lateral wall of bracket is 200mm-300mm big.
Specifically, the length of the vertical angle iron is 800mm-1000 mm.
Specifically, the width of the horizontal right-angle surface at the inner side of the top longitudinal angle iron is 60-70 mm.
Compared with the prior art, the utility model has the beneficial effects that:
the horizontal right-angle surface on the inner side of the top longitudinal angle iron is used for abutting against the top edge of the independent column, the two top longitudinal angle irons are connected through the two top transverse angle irons, the bottom longitudinal angle iron and the top longitudinal angle iron which are positioned on the same side are connected through the two vertical angle irons, and the two bottom longitudinal angle irons are connected through the two bottom transverse angle irons, so that the suspension structure is formed. The bottom longitudinal angle iron is used for connecting the operation platform.
The inner horizontal right-angle surface of the top longitudinal angle iron is used for abutting against the edge of the column top of the independent column, so that the suspension structure can be conveniently suspended on the column top of the independent column. Vertical angle bar and the vertical angle bar in bottom all leave the clearance with the horizontal both sides wall of independent post for suspended structure easily installs at independent post capital, thereby also easily the independent post capital is lifted off, thereby improves operation platform's installation effectiveness, thereby improves the installation effectiveness of support.
Drawings
FIG. 1 is a combined view of a suspended structure, a stand alone column of an operating platform, wherein the operating platform is only partially shown;
FIG. 2 is a view showing a combination of a suspension structure and a free-standing post;
fig. 3 is a perspective view of a suspension structure.
In the figure: 1. a single-column; 11. a bracket; 21. bottom longitudinal angle iron; 22. a top longitudinal angle iron; 23. vertical angle iron; 24. top transverse angle iron; 25. bottom transverse angle iron; 3. an operating platform; 4. and (4) a support.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the detailed description, and it should be noted that any combination of the embodiments or technical features described below can be used to form a new embodiment without conflict.
Referring to fig. 1 to 3, the suspension structure of the concrete independent column top operation platform is used for suspending the operation platform 3 on the top of the concrete independent column 1, and the independent column 1 is provided with a bracket 11.
Referring to fig. 2, the suspension structure comprises two bottom longitudinal angle irons 21 and two top longitudinal angle irons 22, and the bottom longitudinal angle irons 21 and the top longitudinal angle irons 22 are arranged in parallel. Two bottom longitudinal angle irons 21 are respectively positioned at two sides of the independent column 1 and the bracket 11. The two top longitudinal angle irons 22 are positioned at two sides of the top of the independent column 1, and the bottom longitudinal angle iron 21 and the top longitudinal angle iron 22 which are positioned at the same side are connected through the two vertical angle irons 23. The inside horizontal cathetus of the top longitudinal angle 22 is intended to abut against the top edge of the free-standing post 1 (see fig. 2). The two top longitudinal angle-bars 22 are connected by two top transverse angle-bars 24. The two bottom longitudinal angle bars 21 are connected by two bottom transverse angle bars 25, and the two bottom transverse angle bars 25 are respectively positioned at the front side of the independent column 1 and the rear side of the bracket 11. The bottom longitudinal angle 21 is used for connecting the operating platform 3 (see fig. 1).
Specifically, referring to FIG. 2, the length of the top longitudinal angle 22 is 100mm to 250mm longer than the distance between the front and rear walls of the column top of the detached column 1.
Specifically, referring to fig. 2, the outer vertical right-angle surfaces of the two bottom longitudinal angle irons 21 face the two lateral side walls of the independent column 1 respectively, and the distance between the two outer vertical right-angle surfaces is 30mm to 100mm larger than the distance between the two lateral side walls of the independent column 1.
Specifically, referring to fig. 2, the distance between the inner vertical right-angle surfaces of the two top longitudinal angle irons 22 is 30mm-60mm larger than the distance between the two transverse side walls of the independent column 1.
Specifically, referring to fig. 2, the outer vertical right-angle surfaces of the two bottom transverse angle irons 25 face the front side wall of the independent column 1 and the rear side wall of the bracket 11 respectively, and the distance between the two outer vertical right-angle surfaces is 200mm-300mm larger than the distance between the front side wall of the independent column 1 and the rear side wall of the bracket 11.
Specifically, the length of the vertical angle iron 23 is 800mm-1000 mm.
Specifically, the width of the inner horizontal right-angle surface of the top longitudinal angle iron 22 is 60mm to 70 mm.
The inner horizontal right-angle surface of the top longitudinal angle iron 22 is used for abutting against the top edge of the independent column 1 (see fig. 2), the two top longitudinal angle irons 22 are connected through the two top transverse angle irons 24, the bottom longitudinal angle iron 21 and the top longitudinal angle iron 22 which are positioned on the same side are connected through the two vertical angle irons 23, and the two bottom longitudinal angle irons 21 are connected through the two bottom transverse angle irons 25, so that the suspension structure is formed. The bottom longitudinal angle 21 is used for connecting the operating platform 3 (see fig. 1).
The inner horizontal right-angle face of the top longitudinal angle 22 is intended to abut against the top edge of the free-standing column 1, enabling the suspension structure to be conveniently suspended at the top of the free-standing column 1. Vertical angle bar 23 and the vertical angle bar 21 in bottom all leave the clearance with the horizontal both sides wall of independent post 1 for suspended structure easily installs at independent post 1 capital, thereby also easily the independent post 1 capital lift off, thereby improves operation platform 3's installation effectiveness, thereby improves support 4's installation effectiveness.
The distance between the outer vertical right-angle surfaces of the two bottom transverse angle irons 25 is 200mm-300mm larger than the distance between the front side wall of the independent column 1 and the rear side wall of the bracket 11, and the length of the top longitudinal angle iron 22 is 100mm-250mm longer than the distance between the front wall and the rear wall of the column top of the independent column 1, so that the suspension structure has allowance for moving back and forth relative to the independent column 1.
The above embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention is not limited thereby, and any insubstantial changes and substitutions made by those skilled in the art based on the present invention are within the protection scope of the present invention.
Claims (7)
1. Concrete independent column capital operation platform's suspended structure for hang operation platform in concrete independent column capital, the independent column is equipped with bracket, its characterized in that: the suspension structure comprises two bottom longitudinal angle irons and two top longitudinal angle irons, the bottom longitudinal angle irons and the top longitudinal angle irons are arranged in parallel, the two bottom longitudinal angle irons are respectively positioned at two sides of the independent column and the bracket, the two top longitudinal angle irons are positioned at two sides of the top of the independent column, the bottom longitudinal angle iron and the top longitudinal angle iron positioned at the same side are connected through two vertical angle irons, the inboard horizontal right angle face of the vertical angle bar in top is used for leaning on support at the capital edge of independent post, two the vertical angle bar in top is connected through two horizontal angle bars in top, two the vertical angle bar in bottom is connected through two horizontal angle bars in bottom, two the horizontal angle bar in bottom is located respectively the front side of independent post with the rear side of bracket, the vertical angle bar in bottom is used for connecting operation platform.
2. The suspension structure according to claim 1, wherein: the length of the top longitudinal angle iron is 100mm-250mm longer than the distance between the front wall and the rear wall of the independent column top.
3. The suspension structure according to claim 1, wherein: the outer vertical right-angle surfaces of the two bottom longitudinal angle irons face the two transverse side walls of the independent column respectively, and the distance between the two outer vertical right-angle surfaces is 30-100 mm larger than the distance between the two transverse side walls of the independent column.
4. The suspension structure according to claim 1, wherein: the distance between the inner vertical right-angle surfaces of the two top longitudinal angle irons is 30-60 mm larger than the distance between the two transverse side walls of the independent column.
5. The suspension structure according to claim 1, wherein: two the vertical right angle face in outside of the horizontal angle bar of bottom is respectively towards the preceding lateral wall of independent post with the back lateral wall of bracket, two the interval of the vertical right angle face in outside is compared the preceding lateral wall of independent post with the interval of the back lateral wall of bracket is 200mm-300mm big.
6. The suspension structure according to claim 1, wherein: the length of the vertical angle iron is 800mm-1000 mm.
7. The suspension structure according to claim 1, wherein: the width of the horizontal right-angle surface at the inner side of the top longitudinal angle iron is 60-70 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121315352.8U CN216007803U (en) | 2021-06-11 | 2021-06-11 | Concrete single-column top operating platform's suspended structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121315352.8U CN216007803U (en) | 2021-06-11 | 2021-06-11 | Concrete single-column top operating platform's suspended structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216007803U true CN216007803U (en) | 2022-03-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121315352.8U Active CN216007803U (en) | 2021-06-11 | 2021-06-11 | Concrete single-column top operating platform's suspended structure |
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| CN (1) | CN216007803U (en) |
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2021
- 2021-06-11 CN CN202121315352.8U patent/CN216007803U/en active Active
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