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 PDF

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Publication number
CN203257075U
CN203257075U CN201320300428.9U CN201320300428U CN203257075U CN 203257075 U CN203257075 U CN 203257075U CN 201320300428 U CN201320300428 U CN 201320300428U CN 203257075 U CN203257075 U CN 203257075U
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China
Prior art keywords
platform
building construction
operating platform
multifunctional operating
type multifunctional
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Expired - Fee Related
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CN201320300428.9U
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Chinese (zh)
Inventor
符洪刚
张磊
张军
李锋
徐玉飞
崔永旺
牛明军
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN201320300428.9U priority Critical patent/CN203257075U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本实用新型公开了一种用于高层建筑施工的核心筒内提升式多功能操作平台,包括一平台、一固定于所述平台上表面的吊装支撑架和一固定于所述平台底部的支架;所述平台的四周安装有复数个顶托,所述支架的底部形成支脚,所述平台通过所述顶托抵靠于核心筒筒壁并通过所述支脚架设于楼层面板上。采用了本实用新型的一种用于高层建筑施工的核心筒内提升式多功能操作平台,具有定型化、整体化、且操作简便、安全可靠、节约资源、绿色节能环保的优点。

Figure 201320300428

The utility model discloses a lifting multifunctional operating platform in a core tube for high-rise building construction, which comprises a platform, a hoisting support frame fixed on the upper surface of the platform, and a bracket fixed on the bottom of the platform; A plurality of jacking brackets are installed around the platform, and the bottom of the bracket forms a foot, and the platform leans against the wall of the core cylinder through the jacking bracket and is erected on the floor panel through the bracket. A lifting multifunctional operating platform in a core tube for high-rise building construction of the present invention has the advantages of stereotyped, integrated, easy to operate, safe and reliable, resource-saving, green, energy-saving and environment-friendly.

Figure 201320300428

Description

The interior lift-type multifunctional operating platform of Core Walls Structure that is used for high-building construction
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.
CN201320300428.9U 2013-05-29 2013-05-29 Core tube inner lifting type multifunctional operating platform for high-rise building construction Expired - Fee Related CN203257075U (en)

Priority Applications (1)

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CN201320300428.9U CN203257075U (en) 2013-05-29 2013-05-29 Core tube inner lifting type multifunctional operating platform for high-rise building construction

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Application Number Priority Date Filing Date Title
CN201320300428.9U CN203257075U (en) 2013-05-29 2013-05-29 Core tube inner lifting type multifunctional operating platform for high-rise building construction

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Cited By (2)

* Cited by examiner, † Cited by third party
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

Cited By (4)

* Cited by examiner, † Cited by third party
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 Elevator shaft operating platform

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131030

Termination date: 20190529