CN201284551Y - Suspension type simple platform for work high above ground - Google Patents
Suspension type simple platform for work high above ground Download PDFInfo
- Publication number
- CN201284551Y CN201284551Y CNU2008201394104U CN200820139410U CN201284551Y CN 201284551 Y CN201284551 Y CN 201284551Y CN U2008201394104 U CNU2008201394104 U CN U2008201394104U CN 200820139410 U CN200820139410 U CN 200820139410U CN 201284551 Y CN201284551 Y CN 201284551Y
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- Prior art keywords
- hanger
- pylons
- aerial
- suspension
- operation platform
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Abstract
The utility model relates to an operation platform used for aerial large-span tubular truss steel structure construction in building and membrane structure projects, in particular to a suspension simple aerial operation platform. The suspension simple aerial operation platform comprises pylons and scaffold boards; the pylons are U-shaped welded structures; the upper end of a vertical post of the pylon bends in parallel towards the outer side; hanging plates are fixed on the end; each pylon is lined and hung on a steel structure tubular truss by the corresponding hanging plate; a scaffold board is paved between every two adjacent pylons by a rail; all the pylons are connected into an entirety by anti-shaking ropes; and safety aerial traps are arranged around the pylons. The suspension simple aerial operation platform has the advantages of simple structure, convenient installation, reliable positioning, safety suspension and convenient operation of operators, well solves the problem of aerial large-span steel structure construction of the operators, ensures construction progress, and reduces economic cost.
Description
Technical field:
The utility model relates to construction work and the working job platform of membrane structure engineering high and medium large-span pipe truss Steel Structure, the simple and easy aerial work platform of especially a kind of suspension type.
Background technology:
In construction work and membrane structure engineering construction process, often run into and need on high-altitude long-span pipe truss Steel Structure, construct, both influenced construction speed if set up the operation scaffold according to normal construction, increase financial cost again, often effect also is not fine.
Summary of the invention:
The utility model is intended to solve construct on the existing high-altitude long-span pipe truss Steel Structure sets up the problem that the operation scaffold exists, and provide a kind of simple in structure, the location is reliable, hang safety, operation is convenient, guarantee construction speed, reduces the simple and easy aerial work platform of suspension type of financial cost.
The technical scheme that the utility model addresses the above problem employing is: the simple and easy aerial work platform of a kind of suspension type, comprise hanger, scaffold floor, described hanger is U type welded structure, an one vertical rod parallel laterally bending in upper end, its end is fixed with link plate, and each hanger is the arrangement shape to be hung on the steel-structure tube truss by its link plate, is equipped with scaffold floor by its cross bar between adjacent two hangers, as a whole by the connection of anti-shake rope between each hanger, ring hanger periphery pocket is provided with safe blanket net.
Compared with prior art, the beneficial effects of the utility model are: platform structure is simple, and is easy for installation, the location is reliable, hangs safety, and operating personnel's operation is convenient, well solve the problem that personnel construct on overhead large-span steel structure, guaranteed construction speed, reduced financial cost.
Description of drawings:
Fig. 1 is a hanging rack structure schematic diagram of the present utility model.
Fig. 2 is an overall structure schematic diagram of the present utility model.
Among the figure: vertical rod 1, cross bar 2, muscle bar 3, link plate 4, safe blanket net 5, scaffold floor 6, anti-shake rope 7, steel-structure tube truss 8, junction plate 9.
The specific embodiment:
The utility model is described in further detail below in conjunction with drawings and Examples.
The simple and easy aerial work platform of the suspension type that present embodiment provides, as shown in the figure, mainly form by hanger and scaffold floor 6 two parts, described hanger is U type welded structure, the parallel laterally bending in an one vertical rod 1 upper end, its end is fixed with link plate 4, the corresponding arrangement on steel-structure tube truss 8 installed junction plate 9, each hanger is the arrangement shape and is hung on the junction plate on the steel-structure tube truss 89 by its link plate 4, be equipped with scaffold floor 6 by its cross bar 2 between adjacent two hangers, these scaffold floor 6 two ends can be tied up solid on hanger by iron wire, and are as a whole by 7 connections of anti-shake rope between each hanger, and ring hanger periphery pocket is provided with safe blanket net 5.
Can be connected with muscle bar 3 between two vertical rods 1 of the type of U described in present embodiment structure hanger.
When needing the gradient between the adjacent hanger, scaffold floor 6 one ends can be overlapped on the described muscle bar 3, to form the gradient.
Generally speaking, twice anti-shake rope 7 is respectively established in the inside and outside both sides of hanger, prevents to rock.
Claims (2)
1, the simple and easy aerial work platform of a kind of suspension type, comprise hanger, scaffold floor, it is characterized in that: described hanger is U type welded structure, an one vertical rod parallel laterally bending in upper end, its end is fixed with link plate, and each hanger is the arrangement shape to be hung on the steel-structure tube truss by its link plate, is equipped with scaffold floor by its cross bar between adjacent two hangers, as a whole by the connection of anti-shake rope between each hanger, ring hanger periphery pocket is provided with safe blanket net.
2, the simple and easy aerial work platform of suspension type according to claim 1 is characterized in that being connected with the muscle bar between two vertical rods of U type structure hanger.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008201394104U CN201284551Y (en) | 2008-10-30 | 2008-10-30 | Suspension type simple platform for work high above ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008201394104U CN201284551Y (en) | 2008-10-30 | 2008-10-30 | Suspension type simple platform for work high above ground |
Publications (1)
Publication Number | Publication Date |
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CN201284551Y true CN201284551Y (en) | 2009-08-05 |
Family
ID=40949536
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CNU2008201394104U Expired - Fee Related CN201284551Y (en) | 2008-10-30 | 2008-10-30 | Suspension type simple platform for work high above ground |
Country Status (1)
Country | Link |
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CN (1) | CN201284551Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101761224A (en) * | 2010-03-03 | 2010-06-30 | 云南建工水利水电建设有限公司 | Safety protection device for building construction |
CN105274977A (en) * | 2015-09-14 | 2016-01-27 | 中船黄埔文冲船舶有限公司 | Truss framed leg steel wire rope scaffold device and mounting method |
CN107217830A (en) * | 2017-07-04 | 2017-09-29 | 中国能源建设集团天津电力建设有限公司 | The outstanding ladder scaffolding and its erection method installed for water-cooling wall spiral section |
CN108398961A (en) * | 2017-02-05 | 2018-08-14 | 钱浙滨 | A kind of suspended working platform control method, apparatus and system |
CN113123583A (en) * | 2021-04-29 | 2021-07-16 | 中冶建工集团重庆钢结构有限公司 | Construction method for lower chord node of large-span pipe truss |
-
2008
- 2008-10-30 CN CNU2008201394104U patent/CN201284551Y/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101761224A (en) * | 2010-03-03 | 2010-06-30 | 云南建工水利水电建设有限公司 | Safety protection device for building construction |
CN105274977A (en) * | 2015-09-14 | 2016-01-27 | 中船黄埔文冲船舶有限公司 | Truss framed leg steel wire rope scaffold device and mounting method |
CN105274977B (en) * | 2015-09-14 | 2017-04-12 | 中船黄埔文冲船舶有限公司 | Truss framed leg steel wire rope scaffold device and mounting method |
CN108398961A (en) * | 2017-02-05 | 2018-08-14 | 钱浙滨 | A kind of suspended working platform control method, apparatus and system |
CN107217830A (en) * | 2017-07-04 | 2017-09-29 | 中国能源建设集团天津电力建设有限公司 | The outstanding ladder scaffolding and its erection method installed for water-cooling wall spiral section |
CN113123583A (en) * | 2021-04-29 | 2021-07-16 | 中冶建工集团重庆钢结构有限公司 | Construction method for lower chord node of large-span pipe truss |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090805 Termination date: 20121030 |