CN201902005U - Construction operating platform for core tube - Google Patents
Construction operating platform for core tube Download PDFInfo
- Publication number
- CN201902005U CN201902005U CN2010206581142U CN201020658114U CN201902005U CN 201902005 U CN201902005 U CN 201902005U CN 2010206581142 U CN2010206581142 U CN 2010206581142U CN 201020658114 U CN201020658114 U CN 201020658114U CN 201902005 U CN201902005 U CN 201902005U
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- CN
- China
- Prior art keywords
- platform
- core tube
- shaped steel
- operating platform
- construction operating
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a construction operating platform for a core tube. The construction operating platform for the core tube is characterized in that the construction operating platform for the core tube comprises a section steel platform, a demountable plate, adjustable support pillars and a bearing corbel; one side of the demountable plate is moveably connected with the section steel platform through a hinge, and the other side of the demountable plate props against a shear wall of the core tube; and the bearing corbel is installed on one side surface of the section steel platform, and the adjustable support pillars are installed on the other three side surfaces of the section steel platform. The construction operating platform has the benefits as follows: the integrity of the platform is good, the rigidity is high, and the safety performance is good; material is convenient to get, the manufacturing cost is low, and the secondary reconstruction is simple and easy; the structure is skillful, the universality is high, and the platform can be suitable for construction of core tubes with various story heights and plane dimensions; and in addition, the dead weight is light, the assembly and disassembly are simple and easy, and the work efficiency is high.
Description
Technical field
The utility model relates to a kind of core tube construction operating platform.
Background technology
In present on the middle and senior level, high-rise, superelevation layer core tube construction operating platform, usually adopt following three kinds of technology: the one, adopt the fully automatic hydraulic mould crawling technology, though this technology efficient is higher, but need the special messenger to operate, and need corresponding construction equipment and control system to come supporting with it use, therefore disposable input is very big, only in the part super highrise building application is arranged; The 2nd, adopt common steel tube support operation platform, promptly adopt the mode of steel pipe diagonal brace to set up the steel pipe bracing frame, lay plate on the support body and constitute operating platform.This technology is used general, but its rigidity is less, and globality is poor, and is normal owing to set up lack of standardization and personnel's operation against rules causes poor reliability even has an accident; The 3rd, adopt large diameter steel pipe or shaped steel support operation platform, i.e. reserving hole when the core tube construction, interspersed large diameter steel pipe or shaped steel in hole, on large diameter steel pipe or shaped steel, lay plate then and constitute operating platform, this engineering reliability increases, but complicated operation, work efficiency is low, and safety guarantee is relatively poor in setting up process.
The utility model content
Technical problem to be solved in the utility model provides a kind of core tube construction operating platform, broken through the restriction of aforesaid operations platform, drop into little, safe and reliable, peace tear open simple and easy, work efficiency is high, highly versatile, can turnover use in different floor heights peace face size core tube constructions.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of core tube construction operating platform is characterized in that: described core tube construction operating platform comprises shaped steel platform, demountable panel, adjustable fastener and load-bearing bracket; One side of demountable panel and shaped steel platform flexibly connect, and opposite side is supported on the core tube shear wall; The load-bearing bracket is installed in a side of shaped steel platform, and adjustable fastener is all installed in its excess-three side.
Described shaped steel platform comprises landing slab, shaped steel frame, column and diagonal brace; Shaped steel frame, column and diagonal brace are fixed into triangle support frame, fixed platform plate on the shaped steel frame.
Demountable panel is connected with the shaped steel platform by hinge.
Described demountable panel is three, lays respectively on the shaped steel platform of load-bearing bracket opposite and both sides.
The platform side of described load-bearing bracket offside is installed two adjustable fasteners.
On the shaped steel platform of described load-bearing bracket both sides an adjustable fastener is installed respectively.
Described load-bearing bracket is positioned at the column lower end of shaped steel platform, is supported in during construction in the hole of core tube barrel reservation.
The utlity model has following beneficial effect:
(1) platform and integrally is good, and rigidity is big, the security performance height;
(2) draw materials conveniently, cost of manufacture is low, and the secondary renovation and utilization is simple and easy;
(3) structure is ingenious, and highly versatile is applicable to the core tube construction of various floor heights and planar dimension;
(4) from heavy and light, peace is torn open simple and easy, the work efficiency height.
Description of drawings
Fig. 1 is the utility model vertical view
Fig. 2 is the utility model elevation
Fig. 3 is an A node enlarged drawing among Fig. 2
Fig. 4 is a B node enlarged drawing among Fig. 2
Among the figure: 1-demountable panel, the adjustable fastener of 2-, 3-load-bearing bracket, 4-column, 5-diagonal brace, 6-shaped steel frame, 7-landing slab.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
Shown in Fig. 1-4, a kind of core tube construction operating platform is characterized in that: described core tube construction operating platform comprises shaped steel platform, demountable panel 1, adjustable fastener 2 and load-bearing bracket 3; One side of demountable panel 1 flexibly connects by hinge and shaped steel platform, and opposite side is supported on the core tube shear wall; The load-bearing bracket is installed in a side of shaped steel platform, and adjustable fastener is all installed in its excess-three side.
Described shaped steel platform comprises landing slab, shaped steel frame 6, column 4 and diagonal brace 5; Shaped steel frame 6, column 4 and diagonal brace 5 are fixed into triangle support frame, fixed platform plate on the shaped steel frame 6.
Described demountable panel 1 is three, lays respectively on the shaped steel platform of load-bearing bracket 3 opposites and both sides.
The platform side of described load-bearing bracket 3 offsides is installed two adjustable fasteners 2, to bear the pressure that platform is transmitted.
An adjustable fastener 2 is installed, with stable platform on the shaped steel platform of described load-bearing bracket 3 both sides respectively.
Described load-bearing bracket 3 is positioned at the column lower end of shaped steel platform, is supported in during construction in the hole of core tube barrel reservation.
The installation of this operating platform, specific as follows described:
Step 1: regulate adjustable fastener to appropriate length, with the whole handling of this operating platform to the core tube;
Step 2: this operating platform that slowly descends enters in the reserving hole of well enclosure its load-bearing bracket and goes;
Step 3: rotation and the adjustable fastener of stretching, make the upper brace plate level, tighten the adjustable fastener in both sides then;
Step 4: the rotation demountable panel, border seal is tight.
Can set up scaffold on platform top after the operating platform installation, and finish three layers on platform top successively with interior core barrel structure construction, remove scaffold then, remove this operating platform according to above-mentioned converse process, again the core barrel structure construction of entire building is finished at the position that the operating platform lifting is extremely needed construction successively.After finishing using, lifting appliance cooperates to be removed, and uses together with going to other core barrel structure constructions operating platform week.
Claims (7)
1. core tube construction operating platform, it is characterized in that: described core tube construction operating platform comprises shaped steel platform, demountable panel, adjustable fastener and load-bearing bracket; One side of demountable panel and shaped steel platform flexibly connect, and opposite side is supported on the core tube shear wall; The load-bearing bracket is installed in a side of shaped steel platform, and adjustable fastener is all installed in its excess-three side.
2. core tube construction operating platform as claimed in claim 1 is characterized in that: described shaped steel platform comprises landing slab, shaped steel frame, column and diagonal brace; Shaped steel frame, column and diagonal brace are fixed into triangle support frame, fixed platform plate on the shaped steel frame.
3. core tube construction operating platform as claimed in claim 1 is characterized in that: demountable panel is connected with the shaped steel platform by hinge.
4. core tube construction operating platform as claimed in claim 1, it is characterized in that: described demountable panel is three, lays respectively on the shaped steel platform of load-bearing bracket opposite and both sides.
5. core tube construction operating platform as claimed in claim 1 is characterized in that: the platform side of described load-bearing bracket offside is installed two adjustable fasteners.
6. core tube construction operating platform as claimed in claim 1 is characterized in that: on the shaped steel platform of described load-bearing bracket both sides an adjustable fastener is installed respectively.
7. core tube construction operating platform as claimed in claim 1, it is characterized in that: described load-bearing bracket is positioned at the column lower end of shaped steel platform, is supported in during construction in the hole of core tube barrel reservation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206581142U CN201902005U (en) | 2010-12-14 | 2010-12-14 | Construction operating platform for core tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206581142U CN201902005U (en) | 2010-12-14 | 2010-12-14 | Construction operating platform for core tube |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201902005U true CN201902005U (en) | 2011-07-20 |
Family
ID=44272605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206581142U Expired - Fee Related CN201902005U (en) | 2010-12-14 | 2010-12-14 | Construction operating platform for core tube |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201902005U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877653A (en) * | 2012-10-22 | 2013-01-16 | 北京首钢建设集团有限公司 | Synchronous lifting construction method for self-made steel platform of frame-shear double-cylinder structure |
| CN106223594A (en) * | 2016-09-22 | 2016-12-14 | 中建八局第四建设有限公司 | A kind of Core Walls Structure shaped steel integrated construction platform |
-
2010
- 2010-12-14 CN CN2010206581142U patent/CN201902005U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877653A (en) * | 2012-10-22 | 2013-01-16 | 北京首钢建设集团有限公司 | Synchronous lifting construction method for self-made steel platform of frame-shear double-cylinder structure |
| CN102877653B (en) * | 2012-10-22 | 2014-12-10 | 北京首钢建设集团有限公司 | Synchronous lifting construction method for self-made steel platform of frame-shear double-cylinder structure |
| CN106223594A (en) * | 2016-09-22 | 2016-12-14 | 中建八局第四建设有限公司 | A kind of Core Walls Structure shaped steel integrated construction platform |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110720 Termination date: 20181214 |