CN201826438U - Steel column convenient for constructing temporary operating platform - Google Patents
Steel column convenient for constructing temporary operating platform Download PDFInfo
- Publication number
- CN201826438U CN201826438U CN 201020564205 CN201020564205U CN201826438U CN 201826438 U CN201826438 U CN 201826438U CN 201020564205 CN201020564205 CN 201020564205 CN 201020564205 U CN201020564205 U CN 201020564205U CN 201826438 U CN201826438 U CN 201826438U
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- steel column
- operating platform
- convenient
- temporary
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Abstract
The utility model discloses a steel column convenient for constructing a temporary operating platform. The steel column comprises steel columns used for a building frame, wherein the upper part of each steel column is welded with reinforcement rings used for constructing a temporary operating platform. For the steel column, the upper part of the existing steel column used for building frames is welded and fixed with the reinforcement rings used for constructing a temporary operating platform, therefore, the scaffold steel tubes and the steel columns can be directly fixed through the reinforcement rings on the ground when the steel columns are not lifted in place, a temporary safe operating platform is constructed through scaffold steel tubes, then the steel columns and the temporary safe operating platform are hoisted to the installation position, therefore, the danger caused by erecting a temporary operating platform used for welding and measuring positioning construction on the steel columns at the high altitude can be effectively avoided. The steel column not only has the advantage of being safe and convenient in construction, but also has the advantages of being simple in structure, high in work efficiency and time-saving and effort-saving in construction.
Description
Technical field
The utility model relates to a kind of steel column of being convenient to build interim operating platform, belongs to the housing steel column technical field of building.
Background technology
Along with the constantly bringing forth new ideas and develop of Building technology and constructional materials, more and more super highrise buildings all adopt framed-tube structure, and wherein the core tube mostly is steel concrete and stiffness steel reinforced concrete structure greatly, and frame structure is mainly steel work or steel-concrete combined structure.In order to guarantee the smooth construction of housing steel work, the steel column of its housing is general all prior to the girder steel and the floor slab construction of housing, thereby the phenomenon that work high above the ground such as welding of housing steel column and measurement and positioning often occur, in order to guarantee construction safety, need to set up interim operating platform on the top of every section steel column, and when setting up interim operating platform, often adopt manually to stand in the prior art and carry out work high above the ground on the lift apparatus, this is not only time-consuming, operation is very inconvenient, but also existing the not too security problems of constructing, therefore existing building is still convenient inadequately in use with the housing steel column.
Summary of the invention
The purpose of this utility model is that the steel column that provides a kind of construction safety convenience and simple in structure being convenient to build interim operating platform is to overcome the deficiencies in the prior art.
The utility model is to constitute like this: a kind of steel column of being convenient to build interim operating platform of the present utility model is that the upper position place of the steel column used at existing building housing all is welded with the reinforced steel bar ring that is used to build interim operating platform.
Be welded with 2～16 reinforced steel bar rings at the upper position place of above-mentioned steel column.
On above-mentioned each reinforced steel bar ring, all be provided with the semi arch hole that is used to install scaffolding steel pipe.
Owing to adopted technique scheme, the utility model all is welded with the reinforced steel bar ring that is used to build interim operating platform at the upper position place of the steel column that existing building housing is used, like this can be also not during hoisted in position at steel column, directly on the ground by scaffolding steel pipe being passed through the semi arch hole of the reinforced steel bar ring on the steel column, scaffolding steel pipe is fixed together by reinforced steel bar ring and steel column, and be built into interim safe operation platform by scaffolding steel pipe routinely, lift to the installation site with this interim safe operation platform with being about to steel column, so both can avoid effectively on the high-level position, on steel column, set up the danger that is used to weld with the required interim operating platform of measurement and positioning construction.Therefore, the utility model compared with prior art, the utility model not only has construction safety advantage easily, but also has simple in structure, high efficiency, the time saving and energy saving advantage of construction.
Description of drawings
Fig. 1 is the structural representation when setting up interim safe operation platform of the present utility model.
Being labeled as in the accompanying drawing: 1-steel column, 2-reinforced steel bar ring, 2.1-semi arch hole, 3-scaffolding steel pipe, 4-scaffold floor, 5-weld seam.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Embodiment of the present utility model: structure of the present utility model as shown in Figure 1, make of the present utility model a kind of when being convenient to build the steel column of interim operating platform, can directly on the steel column 1 that existing building housing is used, improve, promptly all fix the reinforced steel bar ring 2 that is used to build interim operating platform apart from 400～500 millimeters places, steel column 1 top by the mode of welding at the upper position of every joint steel column 1; The quantity of the reinforced steel bar ring 2 of welding can be determined according to the needs that use and the size of steel column on every steel column 1, can weld on steel column 1 generally speaking and fix 2～16 reinforced steel bar rings 2; When making reinforced steel bar ring 2, can on each reinforced steel bar ring 2, all produce a semi arch hole 2.1 that scaffolding steel pipe 3 can be passed through, be convenient to like this when building interim operating platform, install and fixedly scaffolding steel pipe 3 uses.
When using the utility model to build interim operating platform, at steel column 1 also not in the hoisted in position, earlier on the ground by scaffolding steel pipe 3 being passed through the semi arch hole 2.1 of the reinforced steel bar ring 2 on the steel column 1, scaffolding steel pipe 3 is fixed together by reinforced steel bar ring 2 and steel column 1, build the bottom support skeleton that interim operating platform is used thereby form, and then in the usual way, can build interim operating platform after going along with sb. to guard him railing laying scaffold floor 4 on this support frame and build, after being built into interim safe operation platform, steel column 1 can being lifted to the installation site with the interim safe operation platform of putting up and install and fix.When needs weld another root steel column 1 on first steel column 1, but constructor's safe ready stand on the scaffold floor 4 of the interim safe operation platform of putting up the weld seam between two steel columns 15 carried out welding operation.
Use the utility model can realize that uprising idle job is terrestrial operation, reduce the workload of work high above the ground, thereby reduced the difficulty of setting up of the interim fitting operation platform of super highrise building housing steel column effectively.
Claims (3)
1. a steel column of being convenient to build interim operating platform comprises the steel column (1) that the building housing is used, and it is characterized in that: all be welded with the reinforced steel bar ring (2) that is used to build interim operating platform at the upper position place of every steel column (1).
2. the steel column of being convenient to build interim operating platform according to claim 1 is characterized in that: be welded with 2～16 reinforced steel bar rings (2) at the upper position place of steel column (1).
3. the steel column of being convenient to build interim operating platform according to claim 1 and 2 is characterized in that: all be provided with the semi arch hole (2.1) that is used to install scaffolding steel pipe (3) on each reinforced steel bar ring (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020564205 CN201826438U (en) | 2010-10-15 | 2010-10-15 | Steel column convenient for constructing temporary operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020564205 CN201826438U (en) | 2010-10-15 | 2010-10-15 | Steel column convenient for constructing temporary operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201826438U true CN201826438U (en) | 2011-05-11 |
Family
ID=43964984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020564205 Expired - Fee Related CN201826438U (en) | 2010-10-15 | 2010-10-15 | Steel column convenient for constructing temporary operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201826438U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912996A (en) * | 2012-11-19 | 2013-02-06 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
| CN103821337A (en) * | 2014-01-06 | 2014-05-28 | 中建钢构有限公司 | High-altitude operation platform integrally mounted and demounted |
| CN111424951A (en) * | 2020-04-16 | 2020-07-17 | 中国建筑第四工程局有限公司 | Steel structure high-altitude welding enclosure cage type closed environment operation platform and use method thereof |
-
2010
- 2010-10-15 CN CN 201020564205 patent/CN201826438U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912996A (en) * | 2012-11-19 | 2013-02-06 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
| CN102912996B (en) * | 2012-11-19 | 2015-03-18 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
| CN103821337A (en) * | 2014-01-06 | 2014-05-28 | 中建钢构有限公司 | High-altitude operation platform integrally mounted and demounted |
| CN103821337B (en) * | 2014-01-06 | 2015-11-18 | 中建钢构有限公司 | A kind of overall peace tears formula high-altitude operation platform open |
| CN111424951A (en) * | 2020-04-16 | 2020-07-17 | 中国建筑第四工程局有限公司 | Steel structure high-altitude welding enclosure cage type closed environment operation platform and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110511 Termination date: 20151015 |
|
| EXPY | Termination of patent right or utility model |