CN201144515Y - Steel structure high altitude construction platform - Google Patents
Steel structure high altitude construction platform Download PDFInfo
- Publication number
- CN201144515Y CN201144515Y CNU2008200424884U CN200820042488U CN201144515Y CN 201144515 Y CN201144515 Y CN 201144515Y CN U2008200424884 U CNU2008200424884 U CN U2008200424884U CN 200820042488 U CN200820042488 U CN 200820042488U CN 201144515 Y CN201144515 Y CN 201144515Y
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- Prior art keywords
- platform body
- steel structural
- platform
- operation platform
- overhead operation
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Abstract
The utility model discloses a steel structure altitude construction platform which includes a platform body. The construction platform also includes a synchronous lifting device and a lifting-eye location device. The platform body is a steel structure. The periphery of the platform is equipped with guardrails. Four rings are welded on the platform body and a panel is paved on the platform body. The steel structure altitude construction platform of the utility model has the advantages of simple structure and less steel. When in use, the platform is lifted and is hung under a joint gallery for the decoration construction of the joint gallery. The construction of the external wall of a building can not be influenced. Therefore, both materials and the construction period are saved.
Description
Technical field
The utility model relates to the scaffold field, especially a kind of platform that uses in the construction of high-altitude vestibule.
Background technology
In the modern architecture, usually design has the high-altitude vestibule that connects two buildings, the part vestibule apart from ground up to more than 100 meters, these high-altitude vestibules have plenty of the employing steel work, integral hoisting, therefore there is not the operating platform of decoration construction, need independent erection construction platform.Set up operating platform and two kinds of ways are arranged usually, scheme 1: adopt steel pipe up to set up full hall frame from the first floor, this scheme is unreasonable from considering economically, and the steel pipe consumption is big, and because scaffold needs attached wall, can influence the building external wall construction, causes the construction period long; Scheme 2: adopt builder's jack, the overhanging component in this scheme can badly influence the construction of building exterior wall, and when span is big, encorbelments as employing, will be very uneconomical, and safety factor is little.These two kinds of schemes all can have influence on the construction of building exterior wall, and uneconomical.
Summary of the invention
The purpose of this utility model is the deficiency that overcomes above-mentioned scaffold, and the operation platform of a kind of suitable high-altitude vestibule decoration construction is provided.
For achieving the above object, the technical solution of the utility model is: a kind of steel structural overhead operation platform, comprise the platform body, platform also comprises synchronous hoisting device and suspension centre positioner, the platform body is a steel work, be provided with guardrail around the platform body, be welded with four suspension ring on the platform body, be equipped with panel on the platform body.
The platform body comprises many main joist, many horizontal secondary joists longitudinally, main joist is the 20b i iron, secondary joist is No. 16 i iron, and secondary joist is welded on the main joist top, also has tie-beam between the secondary joist, tie-beam is 14 channel-section steels, tie-beam is welded between the secondary joist, and the platform body also comprises flitch, and flitch laterally is laid on the tie-beam, panel is thick veneer, and panel is laid on the flitch.
Synchronous hoisting device is four hoist engines and is provided with supervisory control desk that supervisory control desk is electrically connected with hoist engine by synchronization control circuit.Synchronization control circuit comprises CJX-10-44 type A.C. contactor.Synchronous hoisting device is provided with wire rope and promotes limit switch synchronously.
The suspension centre positioner is the fixed pulley group.
Steel structural overhead operation platform of the present utility model, it is simple in structure, and the steel use amount is few, during use, only need to carry out decoration construction to vestibule with being lifted on the vestibule below after its lifting, therefore can not influence the construction of building exterior wall, economical with materials but also save the construction period not only.Span according to vestibule is 24 meters, 8 meters of width, and calculate in 100 meters high-altitudes the position, adopts scheme of the present utility model than the scheme of setting up full hall frame and save 270,000 yuan of economic benefits, saves 25 days durations.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a platform body structure schematic diagram of the present utility model;
Fig. 3 is a platform body structure schematic top plan view of the present utility model;
Fig. 4 is that sectional view is looked on a platform body of the present utility model left side;
Fig. 5 is a suspension ring schematic diagram of the present utility model;
Fig. 6 is user mode figure of the present utility model.
The specific embodiment
Shown in Fig. 1 to 6, the utility model steel structural overhead operation platform, platform body 1 with steel work, this operation platform also comprises synchronous hoisting device 2 and suspension centre positioner 3, be provided with guardrail 4 around the platform body, be equipped with panel 6 on the platform body, be welded with four suspension ring 5 on the platform body of steel work.The bottom of platform body is the main joist 7 that five parallel longitudinals are arranged, main joist uses the 20b i iron, the main joist top is nine transversely arranged secondary joists 8, secondary joist uses No. 16 i iron, adopt welding fixing between main joist and the secondary joist, also be provided with tie-beam 9 between the secondary joist, tie-beam uses No. 14 channel-section steels, adopt welding fixing between tie-beam and the secondary joist, four suspension ring are welded on the secondary joist; Main joist, secondary joist and tie-beam constitute the steel work of platform body, on the tie-beam of this steel work, are equipped with flitch 10 and panel 6, and flitch laterally is laid on the tie-beam, and panel is laid on the flitch, and panel adopts thick veneer.
Synchronous hoisting device of the present utility model is four hoist engines and is provided with supervisory control desk, supervisory control desk utilizes synchronization control circuit to be electrically connected with hoist engine, synchronization control circuit adopts CJX-10-44 type A.C. contactor, and synchronous hoisting device is provided with wire rope and promotes limit switch synchronously.
Suspension centre positioner of the present utility model is the fixed pulley group.
The utility model steel structural overhead operation platform, the platform body of steel work wherein also can be formed with steel pipe; Guardrail on the platform body can the outsourcing safety net; Panel can be plank, steel plate, bamboo clappers, composite plate etc.; Platform size and keel spacing can be adjusted according to the scene is actual.
The utility model installs suspension centre in vestibule bottom 13 earlier in use, by lifting appliance hoist engine and assembly pulley, the utility model is risen to correct position again, by hoist cable 11 it is hung on the vestibule of high-altitude, thereby the high-altitude vestibule is carried out decoration construction.Suspension centre is arranged on vestibule top 12, and vestibule bottom 13 has hole 14, passes for hoist cable.Lifting appliance is located on the ground 14.
Claims (7)
1. steel structural overhead operation platform, comprise platform body (1), it is characterized in that: described steel structural overhead operation platform also comprises synchronous hoisting device (2) and suspension centre positioner (3), described platform body (1) is a steel work, platform body (1) is provided with guardrail (4) all around, be welded with four suspension ring (5) on the platform body (1), be equipped with panel (6) on the platform body (1).
2. steel structural overhead operation platform according to claim 1, it is characterized in that: described platform body (1) comprises many main joist (7) and many horizontal secondary joists (8) longitudinally, secondary joist (8) is welded between the main joist (7), also has tie-beam (9) between the secondary joist (8), tie-beam (9) is welded between the secondary joist (8), described platform body (1) also comprises flitch (10), described flitch (10) laterally is laid on the tie-beam (9), and described panel (6) is laid on the flitch (9).
3. steel structural overhead operation platform according to claim 2 is characterized in that: described main joist (7) is the 20b i iron, and described secondary joist (8) is No. 16 i iron, and described tie-beam (9) is No. 14 channel-section steels, and described panel (6) is thick veneer.
4. steel structural overhead operation platform according to claim 1 is characterized in that: described synchronous hoisting device (2) is four hoist engines and is provided with supervisory control desk that described supervisory control desk is electrically connected with hoist engine by synchronization control circuit.
5. steel structural overhead operation platform according to claim 4 is characterized in that: described synchronization control circuit comprises CJX-10-44 type A.C. contactor.
6. steel structural overhead operation platform according to claim 4 is characterized in that: described synchronous hoisting device (2) is provided with wire rope and promotes limit switch synchronously.
7. steel structural overhead operation platform according to claim 1 is characterized in that: described suspension centre positioner (3) is the fixed pulley group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200424884U CN201144515Y (en) | 2008-01-04 | 2008-01-04 | Steel structure high altitude construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200424884U CN201144515Y (en) | 2008-01-04 | 2008-01-04 | Steel structure high altitude construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201144515Y true CN201144515Y (en) | 2008-11-05 |
Family
ID=40081389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200424884U Expired - Lifetime CN201144515Y (en) | 2008-01-04 | 2008-01-04 | Steel structure high altitude construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201144515Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102505836A (en) * | 2011-10-24 | 2012-06-20 | 沈阳建筑大学 | Guy cable type high-altitude working platform |
| CN102605941A (en) * | 2012-03-23 | 2012-07-25 | 河北杭萧钢构有限公司 | Enclosing shield hoisting platform |
| CN104314312A (en) * | 2014-11-12 | 2015-01-28 | 江苏南通六建建设集团有限公司 | High altitude reinforced concrete corridor structure triangle steel tube cantilever formwork construction technology |
| CN106049847A (en) * | 2016-07-28 | 2016-10-26 | 嘉兴御创电力科技有限公司 | Bearing type positioning device |
| CN107386662A (en) * | 2017-08-29 | 2017-11-24 | 四川省第十五建筑有限公司 | Construction lift tool formula is encorbelmented escape way |
| CN110552703A (en) * | 2019-09-27 | 2019-12-10 | 中铁工程装备集团有限公司 | Duct piece mounting system applied to shaft construction |
| CN113718724A (en) * | 2021-08-30 | 2021-11-30 | 长江国际水利水电工程建设有限公司 | Operating platform for replacing arc-shaped gate side water stop rubber and construction method thereof |
-
2008
- 2008-01-04 CN CNU2008200424884U patent/CN201144515Y/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102505836A (en) * | 2011-10-24 | 2012-06-20 | 沈阳建筑大学 | Guy cable type high-altitude working platform |
| CN102505836B (en) * | 2011-10-24 | 2014-02-19 | 沈阳建筑大学 | Guy cable type high-altitude working platform |
| CN102605941A (en) * | 2012-03-23 | 2012-07-25 | 河北杭萧钢构有限公司 | Enclosing shield hoisting platform |
| CN104314312A (en) * | 2014-11-12 | 2015-01-28 | 江苏南通六建建设集团有限公司 | High altitude reinforced concrete corridor structure triangle steel tube cantilever formwork construction technology |
| CN104314312B (en) * | 2014-11-12 | 2017-02-15 | 江苏南通六建建设集团有限公司 | High altitude reinforced concrete corridor structure triangle steel tube cantilever formwork construction technology |
| CN106049847A (en) * | 2016-07-28 | 2016-10-26 | 嘉兴御创电力科技有限公司 | Bearing type positioning device |
| CN107386662A (en) * | 2017-08-29 | 2017-11-24 | 四川省第十五建筑有限公司 | Construction lift tool formula is encorbelmented escape way |
| CN110552703A (en) * | 2019-09-27 | 2019-12-10 | 中铁工程装备集团有限公司 | Duct piece mounting system applied to shaft construction |
| CN110552703B (en) * | 2019-09-27 | 2021-03-12 | 中铁工程装备集团有限公司 | Duct piece mounting system applied to shaft construction |
| CN113718724A (en) * | 2021-08-30 | 2021-11-30 | 长江国际水利水电工程建设有限公司 | Operating platform for replacing arc-shaped gate side water stop rubber and construction method thereof |
| CN113718724B (en) * | 2021-08-30 | 2023-08-15 | 长江国际水利水电工程建设有限公司 | Operation platform for replacing arc-shaped gate side water stop rubber and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA BUILDING 8TH ENGINEERING BUREAU CO., LTD. Free format text: FORMER OWNER: GUANGZHOU BRANCH OF CHINA CONSTRUCTION 8TH ENGINEERING BUREAU Effective date: 20090605 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090605 Address after: No. 388 deep road, Shanghai, Pudong New Area: 200135 Patentee after: China Construction Eighth Engineering Division Co., Ltd. Address before: C1, building 7, building 16#, information road, Tianhe District, Guangdong, Guangzhou Province, China Patentee before: China Construction Eighth Engineering Bureau Guangzhou Branch |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20081105 |