CN203257075U - Core tube inner lifting type multifunctional operating platform for high-rise building construction - Google Patents
Core tube inner lifting type multifunctional operating platform for high-rise building construction Download PDFInfo
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- CN203257075U CN203257075U CN 201320300428 CN201320300428U CN203257075U CN 203257075 U CN203257075 U CN 203257075U CN 201320300428 CN201320300428 CN 201320300428 CN 201320300428 U CN201320300428 U CN 201320300428U CN 203257075 U CN203257075 U CN 203257075U
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Abstract
The utility model discloses a core tube inner lifting type multifunctional operating platform for high-rise building construction. The core tube inner lifting type multifunctional operating platform comprises a platform body, a hoisting supporting frame and a support, wherein the hoisting supporting frame is fixed on the upper surface of the platform body, and the support is fixed at the bottom of the platform body. A plurality of jacking supports are installed on the periphery of the platform body, a supporting leg is formed at the bottom of the support, and the platform body abuts against the core tube wall through the jacking supports and is arranged on a floor panel through the supporting leg in an erected mode. The core tube inner lifting type multifunctional operating platform for the high-rise building construction has the advantages of being shaped and integrated and being easy and convenient to operate, safe, reliable and saving in resource, the core tube inner lifting type multifunctional operating platform is friendly to the environment, and energy is saved.
Description
Technical field
The utility model relates to a kind of operating platform, and is espespecially a kind of for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction.
Background technology
At present, adopt pre-buried i iron to set up steel pipe scaffold in high-rise (Super High) major structure of construction construction of the domestic construction construction field Core Walls Structure elevator shaft, being mainly used in the workman, to install the hoistway formwork operating platform used.It is not enough and shortcoming has: 1) tower is established loaded down with trivial details, dismounting trouble; 2) purposes is single; 3) dangerous; 4) the pre-buried i iron of segmentation is set up the scaffold body to support difficulty larger; 5) high in cost of production problem.
Summary of the invention
The purpose of this utility model is to overcome the defective of prior art, and provide a kind of for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, have regularization, integration and easy and simple to handle, safe and reliable, economize on resources, the advantage of energy-saving and environment friendly.
The technical scheme that realizes above-mentioned purpose is:
Of the present utility model a kind of for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, comprise that lifting bracing frame and that a platform, is fixed in described platform upper surface is fixed in the support of described platform bottom; A plurality of jackings are installed around the described platform, and leg is formed on the bottom of described support, and described platform is resisted against the Core Walls Structure barrel by described jacking and is located on the floor panel by described foot-supporting frame.
Further improvement of the utility model is that described platform comprises a framework and the steel mesh reinforcement that is welded on the described framework, and described framework is welded by a plurality of square steel.
Further improvement of the utility model is, described jacking comprises that a screw rod and is welded in the prop head of described screw rod end, the swivel nut that described frame welding has a plurality of and described screw rod to cooperate, described jacking is fixed on the described platform with the telescopically that cooperates of swivel nut by described screw rod.
Further improvement of the utility model is that described support is welded by the connecting rod between at least two group cross bars, montant and diagonal brace and the adjacent diagonal brace; The described diagonal brace bottom formation extension that stretches out is welded with horizon bar between described extension and the described montant, and described horizon bar and described extension consist of described leg.
Further improvement of the utility model is, is provided with the reinforcement wing plate between described horizon bar and described montant and the described extension.
Further improvement of the utility model is, is provided with bracing piece between described diagonal brace and adjacent described cross bar and the adjacent described montant.
Further improvement of the utility model is that described lifting bracing frame is welded by complex root vertical tube and complex root transverse tube, and the bottom welding of described vertical tube is on described framework.
The utility model has been owing to adopted above technical scheme, makes it have following beneficial effect to be:
The employing of jacking has guaranteed that Core Walls Structure wall form bottom reinforce stabilization does not run the mould modulus problem that rises, and is used for fixedly wall form, cooperates simultaneously the leg implementation platform fixing setting up of floor panel.The lifting bracing frame is used for steady by wall form and disposable integral lifting.
Description of drawings
Fig. 1 is the structural representation for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction of the present utility model.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
See also Fig. 1, of the present utility model a kind of for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, comprise that lifting bracing frame 2 and that a platform 1, is fixed in platform 1 upper surface is fixed in the support 3 of platform 1 bottom; A plurality of jackings 4 are installed around the platform 1, and leg 31 is formed on the bottom of support 3, and platform is resisted against the Core Walls Structure barrel by jacking 4 and is set up on the floor panel by leg 30.
Platform 1 comprises a framework 11 and the steel mesh reinforcement 12 that is welded on the framework 11, and framework 11 is welded by a plurality of square steel.
Jacking 4 comprises that a screw rod 41 and is welded in the prop head 42 of screw rod 41 ends, and framework 11 is welded with a plurality of swivel nuts 111 that cooperate with screw rod 41, and jacking is fixed on the platform 1 with the telescopically that cooperates of swivel nut 111 by screw rod 41.
Support 3 is welded by the connecting rod 34 between at least two group cross bars 31, montant 32 and diagonal brace 33 and the adjacent diagonal brace 33; Diagonal brace 33 bottoms stretch out and form extension 301, are welded with horizon bar 302 between extension 301 and the montant 32, and horizon bar 302 and extension 301 formation legs 30.
Be provided with between horizon bar 302 and montant 32 and the extension 301 and strengthen wing plate 35, strengthen wing plate 35 and adopt thick steel disc.
Be provided with bracing piece 36 between diagonal brace 33 and adjacent crossbars 31 and the adjacent montant 32.
Lifting bracing frame 2 is welded by complex root vertical tube 21 and complex root transverse tube 22, and the bottom welding of vertical tube 21 is on framework 11.
When the utility model can be used for the construction of major structure of construction when construction nuclear high (superelevation) layer major structure of construction in the Core Walls Structure elevator shaft; Operator safety problem when having solved the Core Walls Structure construction; The employing of jacking 4 has guaranteed that Core Walls Structure wall form bottom reinforce stabilization does not run the mould modulus problem that rises, and is used for fixedly wall form, cooperates simultaneously leg 30 implementation platforms 1 fixing setting up of floor panel.Lifting bracing frame 2 is used for steady by wall form and disposable integral lifting.Have regularization, integration and easy and simple to handle, safe and reliable, economize on resources, the advantage of energy-saving and environment friendly.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make the many variations example to the utility model according to the above description.Thereby some details among the embodiment should not consist of restriction of the present utility model, and the scope that the utility model will define with appended claims is as protection domain of the present utility model.
Claims (7)
1. lift-type multifunctional operating platform in the Core Walls Structure that is used for high-building construction is characterized in that, comprises that lifting bracing frame and that a platform, is fixed in described platform upper surface is fixed in the support of described platform bottom; A plurality of jackings are installed around the described platform, and leg is formed on the bottom of described support, and described platform is resisted against the Core Walls Structure barrel by described jacking and is located on the floor panel by described foot-supporting frame.
2. according to claim 1ly it is characterized in that for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction that described platform comprises a framework and be welded in steel mesh reinforcement on the described framework that described framework is welded by a plurality of square steel.
3. according to claim 2 for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, it is characterized in that, described jacking comprises that a screw rod and is welded in the prop head of described screw rod end, the swivel nut that described frame welding has a plurality of and described screw rod to cooperate, described jacking is fixed on the described platform with the telescopically that cooperates of swivel nut by described screw rod.
4. according to claim 2 or 3 describedly it is characterized in that for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction described support is welded by the connecting rod between at least two group cross bars, montant and diagonal brace and the adjacent diagonal brace; The described diagonal brace bottom formation extension that stretches out is welded with horizon bar between described extension and the described montant, and described horizon bar and described extension consist of described leg.
5. according to claim 4ly it is characterized in that for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, be provided with the reinforcement wing plate between described horizon bar and described montant and the described extension.
6. according to claim 5ly it is characterized in that for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, be provided with bracing piece between described diagonal brace and adjacent described cross bar and the adjacent described montant.
7. according to claim 6 for lift-type multifunctional operating platform in the Core Walls Structure of high-building construction, it is characterized in that, described lifting bracing frame is welded by complex root vertical tube and complex root transverse tube, and the bottom welding of described vertical tube is on described framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320300428 CN203257075U (en) | 2013-05-29 | 2013-05-29 | Core tube inner lifting type multifunctional operating platform for high-rise building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320300428 CN203257075U (en) | 2013-05-29 | 2013-05-29 | Core tube inner lifting type multifunctional operating platform for high-rise building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203257075U true CN203257075U (en) | 2013-10-30 |
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ID=49469653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320300428 Expired - Fee Related CN203257075U (en) | 2013-05-29 | 2013-05-29 | Core tube inner lifting type multifunctional operating platform for high-rise building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203257075U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032942A (en) * | 2014-06-20 | 2014-09-10 | 山东电力建设第一工程公司 | Suspended scaffold |
| CN110318531A (en) * | 2019-08-01 | 2019-10-11 | 中国建筑第五工程局有限公司 | Operating platform in elevator |
-
2013
- 2013-05-29 CN CN 201320300428 patent/CN203257075U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032942A (en) * | 2014-06-20 | 2014-09-10 | 山东电力建设第一工程公司 | Suspended scaffold |
| CN104032942B (en) * | 2014-06-20 | 2016-08-17 | 山东电力建设第一工程公司 | A kind of swinging scaffold |
| CN110318531A (en) * | 2019-08-01 | 2019-10-11 | 中国建筑第五工程局有限公司 | Operating platform in elevator |
| CN110318531B (en) * | 2019-08-01 | 2024-06-21 | 中国建筑第五工程局有限公司 | Operation platform in elevator shaft |
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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: 20131030 Termination date: 20190529 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |