CN219241268U - Building construction platform - Google Patents
Building construction platform Download PDFInfo
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- CN219241268U CN219241268U CN202320224880.5U CN202320224880U CN219241268U CN 219241268 U CN219241268 U CN 219241268U CN 202320224880 U CN202320224880 U CN 202320224880U CN 219241268 U CN219241268 U CN 219241268U
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- platform
- scaffold
- shaped steel
- rods
- building construction
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- 238000009435 building construction Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 238000010276 construction Methods 0.000 claims abstract description 14
- 238000004378 air conditioning Methods 0.000 abstract description 6
- 238000010438 heat treatment Methods 0.000 abstract description 6
- 238000009423 ventilation Methods 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 3
- 210000001503 joint Anatomy 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of building engineering, and provides a building construction platform which comprises a plurality of platform cross bars arranged between adjacent I-shaped steel beams; two ends of the platform cross rod are respectively erected on the lower flange plates of the two I-shaped steel beams; a plurality of platform longitudinal rods are fixed above the platform cross rods, and a supporting underframe is formed by the platform cross rods and the platform longitudinal rods; and a scaffold board is paved on the supporting underframe. According to the utility model, the platform cross bars are arranged between the adjacent I-shaped steel beams, the platform cross bars are supported by the lower flange plates of the I-shaped steel beams, and then the platform longitudinal bars and the scaffold plates are arranged on the platform cross bars, so that an operation platform for workers to construct heating, ventilation, air conditioning and electric facilities is formed; compared with the existing full-hall scaffold, the scaffold is not required to be erected below the I-shaped steel beam, the consumption of erecting materials is greatly reduced, the mounting and dismounting efficiency of a construction platform is improved, and the construction cost is reduced.
Description
Technical Field
The utility model relates to the technical field of building engineering, in particular to a building construction platform.
Background
A building structure is available, the top of which is provided with a plurality of I-shaped steel beams; when the construction of the building structure is completed, heating ventilation air conditioning and electric facilities are required to be constructed on the I-shaped steel beam. At present, a full scaffold is often erected on the ground, and an operation platform is provided for the construction of heating ventilation air conditioning and electric facilities, so that workers can construct on the operation platform. However, the full scaffold is erected, so that the full scaffold is not only time-consuming and labor-consuming to install and disassemble, high in cost, long in construction period and low in efficiency, but also occupies a large installation space on the ground.
Disclosure of Invention
The technical problems to be solved by the utility model are as follows: the construction platform is provided, and the mounting and dismounting efficiency of the construction platform is improved.
The technical scheme adopted for solving the technical problems is as follows: a building construction platform comprises a plurality of platform cross bars arranged between adjacent I-shaped steel beams; two ends of the platform cross rod are respectively erected on the lower flange plates of the two I-shaped steel beams; a plurality of platform longitudinal rods are fixed above the platform cross rods, and a supporting underframe is formed by the platform cross rods and the platform longitudinal rods; and a scaffold board is paved on the supporting underframe.
Further, the scaffold board is arranged between two adjacent platform longitudinal rods and is hooked on the platform longitudinal rods through hanging lugs.
Further, the scaffold board is a steel scaffold board.
Further, the hangers are welded with the scaffold plates.
Further, the platform cross rod and the platform longitudinal rod are steel pipes.
Furthermore, guard rails are respectively arranged at two ends of the support underframe along the length direction of the I-shaped steel beam.
Further, the height of the guard rail is more than or equal to 1.2m.
The beneficial effects of the utility model are as follows: according to the building construction platform provided by the embodiment of the utility model, the platform cross bars are arranged between the adjacent I-shaped steel beams, the platform cross bars are supported by the lower flange plates of the I-shaped steel beams, and then the platform longitudinal bars and the scaffold plates are arranged on the platform cross bars, so that an operation platform for workers to construct heating, ventilation, air conditioning and electric facilities is formed; compared with the existing full-hall scaffold, the scaffold is not required to be erected below the I-shaped steel beam, the consumption of erecting materials is greatly reduced, the mounting and dismounting efficiency of a construction platform is improved, and the construction cost is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below; it is obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained from these drawings without inventive effort for a person of ordinary skill in the art.
Fig. 1 is a front view of a building construction platform provided by an embodiment of the present utility model;
FIG. 2 is a top view of a building construction platform provided by an embodiment of the present utility model;
FIG. 3 is a schematic view of a scaffold board hooked to a platform longitudinal bar by means of a hanger;
fig. 4 is a top view of fig. 3.
The reference numerals in the drawings are: 10-I-shaped steel beams, 11-lower flange plates, 12-platform crossbars, 13-platform longitudinal bars, 14-scaffold boards, 15-hangers and 16-protective rails.
Detailed Description
In order that the present utility model may be better understood by those skilled in the art, it is further described below with reference to the accompanying drawings and examples. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. Embodiments of the utility model and features of the embodiments may be combined with each other without conflict.
Referring to fig. 1 and 2, an embodiment of the present utility model provides a building construction platform, which includes a plurality of platform rails 12 disposed between adjacent i-beams 10; two ends of the platform cross rod 12 are respectively erected on the lower flange plates 11 of the two I-shaped steel beams 10; a plurality of platform longitudinal rods 13 are fixed above the platform cross rods 12, and a supporting underframe is formed by the platform cross rods 12 and the platform longitudinal rods 13; the scaffold is laid with a scaffold plate 14.
The steel I-beam 10 is a steel beam with an I-shaped cross section, and mainly comprises a lower flange plate 11, an upper flange plate arranged above the lower flange plate 11 in parallel, and a web welded between the lower flange plate 11 and the upper flange plate; a plurality of i-beams 10 are mounted on top of a building structure.
A plurality of platform cross bars 12 are arranged between two adjacent I-shaped steel beams 10, and the plurality of platform cross bars 12 are uniformly distributed along the length direction of the I-shaped steel beams 10; wherein, both ends of each platform cross bar 12 are respectively erected on the lower flange plates 11 of the two I-shaped steel beams 10, so as to support the platform cross bars 12 by utilizing the lower flange plates 11 of the I-shaped steel beams 10.
A plurality of platform longitudinal rods 13 are fixed above the platform transverse rods 12, the plurality of platform longitudinal rods 13 are arranged at intervals along the length direction of the platform transverse rods 12, each platform longitudinal rod 13 extends along the length direction of the I-shaped steel beam 10 and is supported on at least two platform transverse rods 12, and thus the platform longitudinal rods 13 are supported through the platform transverse rods 12. All the platform crossbars 12 and the platform longitudinal rods 13 between two adjacent I-shaped steel beams 10 jointly form a supporting underframe, and the scaffold plates 14 are fully paved on the supporting underframe, so that workers can stand on the scaffold plates 14 to construct heating, ventilation, air conditioning and electric facilities on the I-shaped steel beams 10.
According to the building construction platform provided by the embodiment of the utility model, the platform cross bars 12 are arranged between the adjacent I-shaped steel beams 10, the platform cross bars 12 are supported by the lower flange plates 11 of the I-shaped steel beams 10, and then the platform longitudinal bars 13 and the scaffold plates 14 are arranged on the platform cross bars 12, so that an operation platform for workers to construct heating, ventilation, air conditioning and electric facilities is formed; compared with the existing full-hall scaffold, the scaffold is not required to be erected below the I-beam 10, the consumption of erecting materials is greatly reduced, the mounting and dismounting efficiency of a construction platform is improved, the construction cost is reduced, meanwhile, the occupied space below the I-beam 10 is avoided, and a larger construction space is provided for ground operation.
The scaffold plate 14 may be placed on the support chassis and the scaffold plate 14 is fixedly coupled to the support chassis using fasteners such as bolts. As a preferred embodiment, see fig. 3 and 4, the scaffold plates 14 are arranged between two adjacent platform longitudinal bars 13 and are hooked to the platform longitudinal bars 13 by means of hooks 15. The scaffold board 14 is rectangular in shape, and the four corners of the scaffold board 14 are respectively fixed with a hanging lug 15, when the scaffold board 14 is placed between the two platform longitudinal rods 13, two hanging lugs 15 are hooked on one of the platform longitudinal rods 13, and the other two hanging lugs 15 are hooked on the other platform longitudinal rod 13.
In this embodiment, the scaffold board 14 is a steel scaffold board, and the scaffold board 14 should be firmly and tightly laid and covered with a net. In order to improve the connection strength of the scaffold plate 14 and the lugs 15, it is preferable that the lugs 15 are welded to the scaffold plate 14. Of course, the scaffold board 14 may be a wooden scaffold board, etc., and is not particularly limited herein.
The platform cross rod 12 and the platform longitudinal rod 13 are steel pipes, and the platform cross rod 12 and the platform longitudinal rod 13 are fixedly connected through steel pipe fasteners. Wherein the maximum distance between adjacent platform rails 12 should not be greater than 1.4m of the distance between adjacent platform rails 13. The platform rail 12 is made of a steel tube; the platform longitudinal rod 13 may be made of one steel pipe or may be formed by splicing two or more steel pipes. When the platform longitudinal rods 13 are formed by splicing two or more steel pipes, the adjacent steel pipes are in butt joint or lap joint by adopting steel pipe fasteners, and joints on the adjacent platform longitudinal rods 13 are staggered by at least 500mm in the horizontal direction.
In order to ensure the safety of constructors during construction, it is preferable that the guard rails 16 are respectively installed at two ends of the support underframe along the length direction of the i-steel beam 10. The guard rail 16 may be fixedly connected to the support chassis, may be fixedly connected to the i-beam 10, and may be fixedly connected to both the support chassis and the i-beam 10. The guard rail 16 may be formed by splicing steel pipes in the field, or may be a finished product guard rail. Preferably, the height of the guard rail 16 is 1.2m or more.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (7)
1. The construction platform is characterized by comprising a plurality of platform crossbars (12) arranged between adjacent I-shaped steel beams (10); two ends of the platform cross rod (12) are respectively erected on the lower flange plates (11) of the two I-shaped steel beams (10); a plurality of platform longitudinal rods (13) are fixed above the platform cross rods (12), and a supporting underframe is formed by the platform cross rods (12) and the platform longitudinal rods (13); the scaffold board (14) is laid on the support underframe.
2. The building construction platform according to claim 1, wherein the scaffold plates (14) are arranged between two adjacent platform longitudinal bars (13) and are hooked to the platform longitudinal bars (13) by means of lugs (15).
3. The building construction platform according to claim 2 wherein the scaffold board (14) is a steel scaffold board.
4. A building construction platform according to claim 3, wherein the lugs (15) are welded to the scaffold plates (14).
5. The building construction platform according to claim 1, wherein the platform cross bar (12) and the platform longitudinal bar (13) are steel pipes.
6. The building construction platform according to claim 1, wherein the support chassis is provided with guard rails (16) at both ends in the length direction of the i-beam (10), respectively.
7. The building construction platform according to claim 6, wherein the height of the guard rail (16) is 1.2m or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320224880.5U CN219241268U (en) | 2023-02-15 | 2023-02-15 | Building construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320224880.5U CN219241268U (en) | 2023-02-15 | 2023-02-15 | Building construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219241268U true CN219241268U (en) | 2023-06-23 |
Family
ID=86809871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320224880.5U Active CN219241268U (en) | 2023-02-15 | 2023-02-15 | Building construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219241268U (en) |
-
2023
- 2023-02-15 CN CN202320224880.5U patent/CN219241268U/en active Active
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