CN221609495U - Steel platform for high-altitude formwork - Google Patents
Steel platform for high-altitude formwork Download PDFInfo
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- CN221609495U CN221609495U CN202420027778.0U CN202420027778U CN221609495U CN 221609495 U CN221609495 U CN 221609495U CN 202420027778 U CN202420027778 U CN 202420027778U CN 221609495 U CN221609495 U CN 221609495U
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- steel
- beams
- formwork
- main
- outer frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 74
- 239000010959 steel Substances 0.000 title claims abstract description 74
- 238000009415 formwork Methods 0.000 title claims abstract description 35
- 239000002023 wood Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
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Abstract
The utility model discloses a steel platform for high-altitude formwork support, which comprises a plurality of main beams, a formwork support system and an outer frame system which are spanned on two side structures, wherein a plurality of secondary beams are transversely and equidistantly arranged on the main beams, the ends of the secondary beams extend out of the main beams to form a 'well' -shape, the secondary beams are mutually welded and fixed with the main beams, the main beams and the secondary beams are I-shaped steel, and a plurality of groups of positioning steel bars are transversely and equidistantly arranged and welded on the main beams and the secondary beams; the formwork system is built at the junction of the main beam and the secondary beam, and the outer frame system is built at the end part of the secondary beam extending outwards. The main beam and the secondary beam are supported by I-steel as stress, the formwork supporting system and the outer frame system are fixed by matching with the positioning steel bars, the beams are pressed by the heavier supporting system, the outer frame system is built at the beam overhanging position, the operation is simple and convenient, the application range is wide, the cost is low, and the I-steel and the like can be recycled.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a steel platform for a high-altitude formwork.
Background
In the construction of building engineering, part of structures have outward floating phenomenon due to the design requirement of building elevation. When the building height is low, the formwork supporting system can be constructed in a floor mode; when the building height is high, the optimization is usually performed as steel structure construction. However, the steel structure hoisting construction has strict requirements on hoisting height and hoisting weight, and is not universally applicable to construction sites.
Disclosure of utility model
The utility model aims to solve the problems of the background art and provides a steel platform for high-altitude formwork.
The aim of the utility model can be achieved by the following technical scheme:
the steel platform for the high-altitude formwork comprises a plurality of main beams, a formwork system and an outer frame system which are spanned on two side structures, wherein a plurality of secondary beams are transversely and equidistantly arranged on the main beams, the ends of the secondary beams extend out of the main beams to form a 'well' -shape, the secondary beams and the main beams are mutually welded and fixed, the main beams and the secondary beams are I-shaped steel, and a plurality of groups of positioning steel bars are transversely and equidistantly arranged and welded on the main beams and the secondary beams;
The formwork support system is built at the joint of the main beam and the secondary beam, and the outer frame system is built at the end part of the secondary beam extending outwards;
The bottoms of the outer frame system and the formwork support system are welded with the positioning steel bars;
The steel pipes are arranged on the secondary beam at equal intervals along the transverse direction and the longitudinal direction, the two stacked steel pipes are fixed through connecting pieces, and a standing platform is paved on the steel pipes.
As a further scheme of the utility model: the distance between the main beams is equal to the distance between the formwork supporting systems.
As a further scheme of the utility model: the spacing of the secondary beams is equal to the spacing of the outer frame system.
As a further scheme of the utility model: the connecting piece is a steel pipe lock catch.
As a further scheme of the utility model: the standing platform comprises a wood template and a steel fence piece, wherein the steel fence piece is bound on the steel pipe, and the wood template is paved on the steel fence piece.
The utility model has the beneficial effects that: the main beam and the secondary beam are supported by I-steel as stress, the formwork supporting system and the outer frame system are fixed by matching with the positioning steel bars, the beams are pressed by the heavier supporting system, the outer frame system is built at the beam overhanging position, the operation is simple and convenient, the application range is wide, the cost is low, and the I-steel and the like can be recycled.
Drawings
The utility model is further described below with reference to the accompanying drawings.
FIG. 1 is a schematic plan view of the present utility model;
FIG. 2 is a schematic view of a standing platform structure of the present utility model;
FIG. 3 is a schematic view of a standing platform structure of the present utility model;
fig. 4 is a schematic elevational view of the present utility model.
In the figure: 1. girder I-steel; 2. secondary beam I-steel; 3. a steel pipe; 4. a steel fence piece; 5. a wood form; 6. positioning reinforcing steel bars; 7. a formwork system; 8. an outer frame system.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, the present utility model is a steel platform for high-altitude formwork, comprising a plurality of main beams 1, a formwork system 7 and an outer frame system 8 which span over two side structures, wherein a plurality of secondary beams 2 are transversely and equidistantly arranged on the plurality of main beams 1, the ends of the secondary beams 2 extend out of the main beams 1 to form a 'well' -shape, the secondary beams 2 and the main beams 1 are mutually welded and fixed, the main beams 1 and the secondary beams 2 are all i-steel, and a plurality of groups of positioning steel bars 6 are transversely and equidistantly arranged and welded on the main beams 1 and the secondary beams 2;
The formwork system 7 is built at the junction of the main beam 1 and the secondary beam 2, and the outer frame system 8 is built at the end part of the secondary beam 2 extending outwards;
The distance between the main beams 1 is equal to the distance between the formwork supporting systems 7, and the distance between the secondary beams 2 is equal to the distance between the outer frame systems 8.
The bottoms of the outer frame system 8 and the formwork support system 7 are welded with the positioning steel bars 6;
Be provided with steel pipe 3 on the secondary beam 2, steel pipe 3 is followed horizontal and indulges two direction equidistance and is arranged on the secondary beam 2, two stacks fix through the connecting piece between the steel pipe 3, the connecting piece is the steel pipe hasp, steel pipe 3 is last to be laid the platform of standing.
Referring to fig. 1-4, the present utility model is a steel platform for high-altitude formwork, including a plurality of main beams 1, a formwork system 7 and an outer frame system 8 which span over two side structures, wherein a plurality of secondary beams 2 are transversely and equidistantly arranged on the plurality of main beams 1, the ends of the secondary beams 2 extend out of the main beams 1 to form a "well" shape, the secondary beams 2 and the main beams 1 are mutually welded and fixed, the main beams 1 and the secondary beams 2 are all i-steel, and a plurality of groups of positioning steel bars 6 are transversely and equidistantly arranged and welded on the main beams 1 and the secondary beams 2;
The formwork system 7 is built at the junction of the main beam 1 and the secondary beam 2, and the outer frame system 8 is built at the end part of the secondary beam 2 extending outwards;
The distance between the main beams 1 is equal to the distance between the formwork supporting systems 7, and the distance between the secondary beams 2 is equal to the distance between the outer frame systems 8.
The bottoms of the outer frame system 8 and the formwork support system 7 are welded with the positioning steel bars 6;
Be provided with steel pipe 3 on the secondary beam 2, steel pipe 3 is followed horizontal and indulges two direction equidistance and is arranged on the secondary beam 2, two stacks fix through the connecting piece between the steel pipe 3, the connecting piece is the steel pipe hasp, steel pipe 3 is last to be laid the platform of standing.
The standing platform comprises a wood template 5 and a steel fence piece 4, wherein the steel fence piece 4 is bound on the steel pipe 3 through a binding wire or a steel wire, and the wood template 5 is paved on the steel fence piece 4.
The steel fence piece 4 is bound on the upper portion of the steel pipe 3 by adopting binding wires to serve as a layer of soft protection, and then the wood template 5 is paved on the steel fence piece 4 to serve as a layer of hard protection.
The foregoing describes one embodiment of the present utility model in detail, but the description is only a preferred embodiment of the present utility model and should not be construed as limiting the scope of the utility model. All such equivalent changes and modifications as come within the scope of the following claims are intended to be embraced therein.
Claims (5)
1. The steel platform for the high-altitude formwork comprises a plurality of main beams (1), a formwork system (7) and an outer frame system (8) which are spanned on two side structures, and is characterized in that a plurality of secondary beams (2) are transversely and equidistantly arranged on the main beams (1), the end parts of the secondary beams (2) extend out of the main beams (1) to form a 'groined' shape, the secondary beams (2) and the main beams (1) are mutually welded and fixed, the main beams (1) and the secondary beams (2) are all I-shaped steel, and a plurality of groups of positioning steel bars (6) are transversely and equidistantly arranged and welded on the main beams (1) and the secondary beams (2);
the formwork system (7) is built at the joint of the main beam (1) and the secondary beam (2), and the outer frame system (8) is built at the end part of the secondary beam (2) extending outwards;
The bottoms of the outer frame system (8) and the formwork supporting system (7) are welded with the positioning steel bars (6);
Be provided with steel pipe (3) on secondary beam (2), steel pipe (3) are along horizontal and vertical two direction equidistance arrangement on secondary beam (2), two stacks between steel pipe (3) are fixed through the connecting piece, steel pipe (3) are last to be laid the platform of standing.
2. A steel platform for high-altitude formwork according to claim 1, characterized in that the spacing of the girders (1) is equal to the spacing of the formwork system (7).
3. A steel platform for high-altitude formwork according to claim 1, characterized in that the pitch of the secondary beams (2) is equal to the pitch of the outer frame system (8).
4. A steel platform for high-altitude formwork as claimed in claim 1 wherein the connector is a steel pipe latch.
5. A steel platform for high-altitude formwork support according to any one of claims 1 to 4, wherein the standing platform comprises a wood form (5) and a steel fence piece (4), the steel fence piece (4) being tied to the steel pipe (3), the wood form (5) being laid on the steel fence piece (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420027778.0U CN221609495U (en) | 2024-01-05 | 2024-01-05 | Steel platform for high-altitude formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420027778.0U CN221609495U (en) | 2024-01-05 | 2024-01-05 | Steel platform for high-altitude formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221609495U true CN221609495U (en) | 2024-08-27 |
Family
ID=92432854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420027778.0U Active CN221609495U (en) | 2024-01-05 | 2024-01-05 | Steel platform for high-altitude formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221609495U (en) |
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2024
- 2024-01-05 CN CN202420027778.0U patent/CN221609495U/en active Active
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