CN202767490U - Reverse-hanging impending mobile operating platform - Google Patents
Reverse-hanging impending mobile operating platform Download PDFInfo
- Publication number
- CN202767490U CN202767490U CN 201220483766 CN201220483766U CN202767490U CN 202767490 U CN202767490 U CN 202767490U CN 201220483766 CN201220483766 CN 201220483766 CN 201220483766 U CN201220483766 U CN 201220483766U CN 202767490 U CN202767490 U CN 202767490U
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- steel
- hanging
- operating platform
- steel square
- mobile operating
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- Expired - Fee Related
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Abstract
The utility model provides a reverse-hanging impending mobile operating platform. The reverse-hanging impending mobile operating platform is structurally composed of truss upper steel pipes, round steel hooks, steel square pipe main keels, steel square pipe second keels and bamboo scaffold boards, wherein the steel square pipe main keels are hung on the truss upper steel pipes through the round steel hooks, the steel square pipe second keels are arranged on the steel square pipe main keels, and the bamboo scaffold board are arranged on the steel square pipe second keels. Compared with the prior art, the reverse-hanging impending mobile operating platform can effectively solve the problem that a gate-type mobile scaffold is not suitable to use due to the space limitations that the steel structure roofing structure is high, the building ground is not plane and the like. The process of laying acoustic materials is completed conveniently, and meanwhile compared with an all-round scaffold, the reverse-hanging impending mobile operating platform saves space, promotes working efficiency and saves construction cost.
Description
Technical field
The utility model relates to building field, specifically a kind of anti-hanging unsettled Mobile operating platform.
Background technology
Large-scale stadium, concert hall, song and dance theater, large-scale platform awning etc., its form of structure generally adopts steel structure truss or space truss structure, be whole structure and the sound insulating and absorbing effect that guarantees whole building, generally on steel structure truss or the rack, establish roof suspended ceiling plate, upper berth damping material below the roof purline.But because this type of building structure is high, span is large and the bottom flooring arranges the characteristics such as grandstand, the fitting operation platform of ceiling board should not use the gate-type movable Scaffold, and as using full hall scaffold, then construction cost will increase greatly, and take construction space, the duration also can be influenced.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of anti-hanging unsettled Mobile operating platform is provided.
The technical solution of the utility model realizes in the following manner, its structure is made of wind up steel pipe, round steel hook, steel square tube main joist, steel square tube secondary joist and bamboo scaffold floor of truss, steel square tube main joist hangs over truss by round steel and winds up on the steel pipe, steel square tube secondary joist is arranged on the steel square tube main joist, is set to the bamboo scaffold floor on the steel square tube secondary joist.
Above-mentioned steel square tube main joist and steel square tube secondary joist are fixed by the tie colligation.
Above-mentioned truss steel pipe and the round steel hook that winds up is fixed by the tie colligation.
Above-mentioned steel square tube main joist spacing equals the truss steel pipe spacing of winding up.
The utility model has the advantages that:
Anti-hanging unsettled Mobile operating platform of the present utility model is compared with existing technology, can effectively solve because the high and unequal spatial limitation of flooring of steel structural roof structure and should not use the difficult problem of gate-type movable Scaffold, the comparatively easy operation of finishing the laying damping material, it is compared with full hall scaffold simultaneously, both save the space, improved operating efficiency, saved again construction cost.
Description of drawings
Fig. 1 is the structural representation of anti-hanging unsettled Mobile operating platform;
Fig. 2 is anti-hanging unsettled Mobile operating platform lateral view;
Mark in the accompanying drawing represents respectively;
1, the truss steel pipe that winds up; 2, tie; 3, round steel hook; 4, roof suspended ceiling plate; 5, steel square tube main joist; 6, steel square tube secondary joist; 7, bamboo scaffold floor.
The specific embodiment
Below in conjunction with accompanying drawing anti-hanging unsettled Mobile operating platform of the present utility model is described in detail below.
Shown in Fig. 1-2, anti-hanging its structure of unsettled Mobile operating platform of the present utility model is by the truss steel pipe 1 that winds up, round steel hook 3, steel square tube main joist 5, steel square tube secondary joist 6 and bamboo scaffold floor 7 consist of, 50mm*50mm*5mm steel square tube main joist 5 is by the long 1.6m of 16 round steel hook 3(steel hook, spacing 1.0m) hanging over truss winds up on the steel pipe 1, fix by tie 2 colligations, 50mm*50mm*5mm steel square tube secondary joist 6 is arranged on the steel square tube main joist 5, fix by tie 2 colligations, be set to bamboo scaffold floor 7 on the steel square tube secondary joist 6, fix by tie 2 colligations.
Steel square tube main joist 5 spacings equal truss steel pipe 1 spacing of winding up.
During use, can be equipped with 3 cover bamboo scaffold floors 7,4 cover round steel hooks 3, steel square tube main joist 5 and steel square tube secondary joist 6, be used alternatingly, when second and third cover operating platform is installed roof suspended ceiling plate 4, be responsible for specially and take the constructor who tears operating platform open and remove the last cover operating platform of having constructed and then set up next work plane.
Anti-hanging its processing and fabricating of unsettled Mobile operating platform of the present utility model is very simple and convenient, can process shown in the accompanying drawing to specifications.
Except the described technical characterictic of manual, be the known technology of those skilled in the art.
Claims (4)
1. anti-hanging unsettled Mobile operating platform, it is characterized in that being consisted of by wind up steel pipe, round steel hook, steel square tube main joist, steel square tube secondary joist and bamboo scaffold floor of truss, steel square tube main joist hangs over truss by round steel and winds up on the steel pipe, steel square tube secondary joist is arranged on the steel square tube main joist, is set to the bamboo scaffold floor on the steel square tube secondary joist.
2. anti-hanging unsettled Mobile operating platform according to claim 1 is characterized in that steel square tube main joist and steel square tube secondary joist fix by the tie colligation.
3. anti-hanging unsettled Mobile operating platform according to claim 1 is characterized in that the truss steel pipe that winds up links up with round steel and fix by the tie colligation.
4. anti-hanging unsettled Mobile operating platform according to claim 1 is characterized in that steel square tube main joist spacing equals the truss steel pipe spacing of winding up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220483766 CN202767490U (en) | 2012-09-21 | 2012-09-21 | Reverse-hanging impending mobile operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220483766 CN202767490U (en) | 2012-09-21 | 2012-09-21 | Reverse-hanging impending mobile operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202767490U true CN202767490U (en) | 2013-03-06 |
Family
ID=47774073
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220483766 Expired - Fee Related CN202767490U (en) | 2012-09-21 | 2012-09-21 | Reverse-hanging impending mobile operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202767490U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255908A (en) * | 2013-04-03 | 2013-08-21 | 中建钢构有限公司 | Adjustable safety passage of primary truss |
| CN104444716A (en) * | 2013-09-20 | 2015-03-25 | 许布奈有限两合公司 | Baseplate of people lifting device |
| CN104727538A (en) * | 2015-03-30 | 2015-06-24 | 山东双得利建设科技有限公司 | Scaffold device for plant roof reinforcement and maintenance and scaffold erecting method |
| CN105064672A (en) * | 2015-07-16 | 2015-11-18 | 广州市第一建筑工程有限公司 | Construction platform for hanging bracket and safety net of complicated reticulated shell roof |
| CN105298119A (en) * | 2015-09-30 | 2016-02-03 | 中国三冶集团有限公司 | Integral stair formwork structure and construction method thereof |
| 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 |
-
2012
- 2012-09-21 CN CN 201220483766 patent/CN202767490U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255908A (en) * | 2013-04-03 | 2013-08-21 | 中建钢构有限公司 | Adjustable safety passage of primary truss |
| CN103255908B (en) * | 2013-04-03 | 2016-04-13 | 中建钢构有限公司 | A kind of main couple adjustable safety passage |
| CN104444716A (en) * | 2013-09-20 | 2015-03-25 | 许布奈有限两合公司 | Baseplate of people lifting device |
| CN104727538A (en) * | 2015-03-30 | 2015-06-24 | 山东双得利建设科技有限公司 | Scaffold device for plant roof reinforcement and maintenance and scaffold erecting method |
| CN105064672A (en) * | 2015-07-16 | 2015-11-18 | 广州市第一建筑工程有限公司 | Construction platform for hanging bracket and safety net of complicated reticulated shell roof |
| CN105298119A (en) * | 2015-09-30 | 2016-02-03 | 中国三冶集团有限公司 | Integral stair formwork structure and construction method thereof |
| 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130306 Termination date: 20200921 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |