CN202755634U - Suspension type operational platform - Google Patents
Suspension type operational platform Download PDFInfo
- Publication number
- CN202755634U CN202755634U CN 201220397721 CN201220397721U CN202755634U CN 202755634 U CN202755634 U CN 202755634U CN 201220397721 CN201220397721 CN 201220397721 CN 201220397721 U CN201220397721 U CN 201220397721U CN 202755634 U CN202755634 U CN 202755634U
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- Prior art keywords
- suspension
- rack unit
- steel pipe
- operating platform
- pipe frame
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- Expired - Fee Related
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Abstract
A suspension type operational platform comprises safety ropes, steel pipe frames and hoisting lugs, wherein each steel pipe frame, stiffening plates, a suspension plate and two of the hoisting lugs form a suspension frame unit, a scaffold floor is arranged between the suspension frame units, a dense-hole safety net is arranged below the suspension frame units, each suspension frame unit is fixed with a secondary structure arranged on a bearing structure through each suspension plate, and the safety ropes are arranged at two sides of each suspension frame unit. The main structure of the suspension type operational platform is composed of the plurality of suspension frame units welded by steep pipes, and therefore the procedures are simple. Each suspension frame unit is fixed with the secondary structure arranged on the bearing structure through each suspension plate, a steel structure framework is fully utilized for installation, the construction problem of high-attitude installation of long-span steel structures like a framework type film structure is effectively resolved, the safety of high-attitude operators is guaranteed, the construction cost is saved at the same time, and the suspension type operational platform can be reused after being detached.
Description
Technical field
The utility model relates to a kind of aerial work platform, especially a kind of suspended operating platform.
Background technology
At present, in the work high above the ground of large-span steel, such as film material installation of skeleton membrane structure etc., often adopt console mode scaffold or reversely hung Yong operating platform.Yet there is larger potential safety hazard in the high cost of console mode scaffold in the installation of reversely hung Yong operating platform, the demolishing process.Therefore, how provide the operating platform of an economy, safety for constructor's work high above the ground, become a generality difficult problem of large-span steel installing engineering.
The utility model content
For solving the problem that has larger potential safety hazard in console mode scaffold high cost, the installation of reversely hung Yong operating platform, the demolishing process, the utility model provides a kind of suspended operating platform that can take full advantage of steel structure framework in the large-span steel work high above the ground such as skeleton membrane structure, save working measure expense and recoverable.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of suspended operating platform, comprise safety rope, steel pipe frame, hanger, described steel pipe frame, stiffener, link plate, hanger consist of rack unit, be provided with scaffold floor between the rack unit, the rack unit below is provided with close order safety net, rack unit is fixed by the secondary structure on link plate and the load-carrying members, and the rack unit both sides are provided with safety rope.
Described steel pipe frame is made of vertical rod and horizon bar, and horizon bar is located between the vertical rod, and the edge-on masthead of steel pipe frame one section is provided with horizon bar.
Described stiffener is located at the horizon bar below.
Described link plate is located on the horizon bar of the edge-on masthead of steel pipe frame one section.
Described hanger is located in the vertical rod of steel pipe frame opposite side.
Described safety rope passes hanger in rack unit one side, and safety rope alternately passes the vertical structure of secondary structure at the rack unit opposite side.
Described close order safety net is fixed on the safety rope of rack unit both sides, is suspended on the rack unit below.
Described scaffold floor is located on the horizon bar of steel pipe frame.
The beneficial effects of the utility model are:
The utility model agent structure is comprised of a plurality of rack units that steel-pipe welding forms, so operation is simple.Rack unit of the present utility model is fixed by the secondary structure on link plate and the load-carrying members, taking full advantage of steel structure framework installs, efficiently solve the construction difficult problem of the large-span steel high-altitude installations such as skeleton membrane structure, guaranteed work high above the ground personnel's safety, simultaneously can greatly save the working measure expense, and recyclable recycling after the utility model dismounting.
Description of drawings
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Fig. 1 the utility model suspended operating platform sectional drawing
Fig. 2 the utility model suspended operating platform A-A sectional drawing
Fig. 3 the utility model suspended operating platform schematic perspective view
Fig. 4 the utility model rack unit elevation
Among the figure, 1. rack unit, 2. safety rope, 3. scaffold floor, 4. close order safety net, 5. secondary structure, 6. load-carrying members, 7. steel pipe frame, 8. stiffener, 9. link plate, 10. hanger.
The specific embodiment
Such as Fig. 1-shown in Figure 4, a kind of suspended operating platform, comprise safety rope 2, steel pipe frame 7, hanger 10, described steel pipe frame 7, stiffener 8, link plate 9, hanger 10 consist of rack unit 1, be provided with scaffold floor 3 between the rack unit 1, rack unit 1 below is provided with close order safety net 4, and rack unit 1 is installed on the metal fittings 5 by the secondary structure membrane material that link plate 9 is welded on the load-carrying members pipe truss 6, and rack unit 1 both sides are provided with safety rope 2.
Link plate 9 adopts the horizontal rod end place at two blocks of square steel plates and steel pipe frame 7 vertical rod tops to weld.
Safety rope 2 passes hanger 10 in rack unit 1 one sides to carry out fixing in the plane, and safety rope 2 carries out in the plane fixing at the vertical structure that rack unit 1 opposite side alternately passes membrane material installation metal fittings 5.
Close order safety net 4 is fixed on the safety rope 2 of rack unit 1 both sides, is suspended on rack unit 1 below.
Described scaffold floor 3 carries out full shop at rack unit, and every scaffold floor is supported by 3 rack units, adopts nail and iron wire to be fixed on the rack unit 1.
Claims (8)
1. suspended operating platform, comprise safety rope (2), steel pipe frame (7), hanger (10), it is characterized in that: described steel pipe frame (7), stiffener (8), link plate (9), hanger (10) consists of rack unit (1), be provided with scaffold floor (3) between the rack unit (1), rack unit (1) below is provided with close order safety net (4), rack unit (1) is fixing with the secondary structure (5) of being located on the load-carrying members (6) by link plate (9), and rack unit (1) both sides are provided with safety rope (2).
2. suspended operating platform according to claim 1, it is characterized in that: described steel pipe frame (7) is made of vertical rod and horizon bar, and horizon bar is located between the vertical rod, and the edge-on masthead of steel pipe frame (7) a section is provided with horizon bar.
3. suspended operating platform according to claim 1 is characterized in that: described stiffener (8) is located at the horizon bar below.
4. suspended operating platform according to claim 1 is characterized in that: described link plate (9) is located on the horizon bar of the edge-on masthead of steel pipe frame (7) a section.
5. suspended operating platform according to claim 1, it is characterized in that: described hanger (10) is located in steel pipe frame (7) the opposite side vertical rod.
6. suspended operating platform according to claim 1, it is characterized in that: described safety rope (2) passes hanger (10) in rack unit (1) one side, and safety rope (2) alternately passes the vertical structure of secondary structure (5) at rack unit (1) opposite side.
7. suspended operating platform according to claim 1, it is characterized in that: described close order safety net (4) is fixed on the safety rope (2) of rack unit (1) both sides, is suspended on rack unit (1) below.
8. suspended operating platform according to claim 1, it is characterized in that: described scaffold floor (3) is located on the horizon bar of steel pipe frame (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220397721 CN202755634U (en) | 2012-08-07 | 2012-08-07 | Suspension type operational platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220397721 CN202755634U (en) | 2012-08-07 | 2012-08-07 | Suspension type operational platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202755634U true CN202755634U (en) | 2013-02-27 |
Family
ID=47734823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220397721 Expired - Fee Related CN202755634U (en) | 2012-08-07 | 2012-08-07 | Suspension type operational platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202755634U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452301A (en) * | 2013-08-01 | 2013-12-18 | 浙江长兴前进机械铸造有限公司 | Angularly-rotatable operating platform |
| CN104278828A (en) * | 2014-09-30 | 2015-01-14 | 北京首钢建设集团有限公司 | Concrete chimney demolition operating platform |
| CN104612390A (en) * | 2014-12-18 | 2015-05-13 | 中国建筑第二工程局有限公司 | High-altitude steel suspended net platform system and construction method thereof |
| CN105625731A (en) * | 2015-12-25 | 2016-06-01 | 安徽唐兴机械装备有限公司 | Method for building steel structure building |
| CN105649314A (en) * | 2016-03-15 | 2016-06-08 | 中国建筑第六工程局有限公司 | Suspension platform for high and long-span corridor construction |
| CN106284958A (en) * | 2016-08-03 | 2017-01-04 | 天津送变电工程公司 | Roller shutter type steel pipe pole anchor ear and climbing method |
| CN106401157A (en) * | 2016-11-09 | 2017-02-15 | 北京城建集团有限责任公司 | Movable operation platform and high-altitude construction method |
| CN106760617A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform translation construction method |
| CN106760618A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform integral translation construction method |
-
2012
- 2012-08-07 CN CN 201220397721 patent/CN202755634U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452301B (en) * | 2013-08-01 | 2015-06-24 | 浙江长兴前进机械铸造有限公司 | Angularly-rotatable operating platform |
| CN103452301A (en) * | 2013-08-01 | 2013-12-18 | 浙江长兴前进机械铸造有限公司 | Angularly-rotatable operating platform |
| CN104278828B (en) * | 2014-09-30 | 2016-08-24 | 北京首钢建设集团有限公司 | A kind of concrete chimney dismantling operation platform |
| CN104278828A (en) * | 2014-09-30 | 2015-01-14 | 北京首钢建设集团有限公司 | Concrete chimney demolition operating platform |
| CN104612390A (en) * | 2014-12-18 | 2015-05-13 | 中国建筑第二工程局有限公司 | High-altitude steel suspended net platform system and construction method thereof |
| CN104612390B (en) * | 2014-12-18 | 2017-02-22 | 中国建筑第二工程局有限公司 | High-altitude steel suspended net platform system and construction method thereof |
| CN105625731A (en) * | 2015-12-25 | 2016-06-01 | 安徽唐兴机械装备有限公司 | Method for building steel structure building |
| CN105649314A (en) * | 2016-03-15 | 2016-06-08 | 中国建筑第六工程局有限公司 | Suspension platform for high and long-span corridor construction |
| CN106284958A (en) * | 2016-08-03 | 2017-01-04 | 天津送变电工程公司 | Roller shutter type steel pipe pole anchor ear and climbing method |
| CN106284958B (en) * | 2016-08-03 | 2018-12-11 | 天津送变电工程公司 | Roller shutter type steel pipe pole anchor ear and climbing method |
| CN106401157A (en) * | 2016-11-09 | 2017-02-15 | 北京城建集团有限责任公司 | Movable operation platform and high-altitude construction method |
| CN106760617A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform translation construction method |
| CN106760618A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform integral translation construction method |
| CN106760618B (en) * | 2016-12-13 | 2019-06-18 | 中国二冶集团有限公司 | A kind of inspection platform integral translation construction method |
| CN106760617B (en) * | 2016-12-13 | 2019-06-18 | 中国二冶集团有限公司 | A kind of inspection platform translation construction method |
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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: 20130227 Termination date: 20150807 |
|
| EXPY | Termination of patent right or utility model |