CN201284551Y - Suspension type simple platform for work high above ground - Google Patents

Suspension type simple platform for work high above ground Download PDF

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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
Authority
CN
China
Prior art keywords
hanger
pylons
aerial
suspension
operation platform
Prior art date
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
Application number
CNU2008201394104U
Other languages
Chinese (zh)
Inventor
蒋树波
张星伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING HONGJIAN ENGINEERING Co Ltd
MCC Jingtang Construction Co Ltd
Original Assignee
BEIJING HONGJIAN ENGINEERING Co Ltd
MCC Jingtang Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING HONGJIAN ENGINEERING Co Ltd, MCC Jingtang Construction Co Ltd filed Critical BEIJING HONGJIAN ENGINEERING Co Ltd
Priority to CNU2008201394104U priority Critical patent/CN201284551Y/en
Application granted granted Critical
Publication of CN201284551Y publication Critical patent/CN201284551Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

The simple and easy aerial work platform of suspension type
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.
CNU2008201394104U 2008-10-30 2008-10-30 Suspension type simple platform for work high above ground Expired - Fee Related CN201284551Y (en)

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
CN201284551Y true CN201284551Y (en) 2009-08-05

Family

ID=40949536

Family Applications (1)

Application Number Title Priority Date Filing Date
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
CN (1) CN201284551Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
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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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