CN201778479U - Detachable high-altitude working platform - Google Patents
Detachable high-altitude working platform Download PDFInfo
- Publication number
- CN201778479U CN201778479U CN2010202759362U CN201020275936U CN201778479U CN 201778479 U CN201778479 U CN 201778479U CN 2010202759362 U CN2010202759362 U CN 2010202759362U CN 201020275936 U CN201020275936 U CN 201020275936U CN 201778479 U CN201778479 U CN 201778479U
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- China
- Prior art keywords
- platform
- guardrail
- transverse
- longitudinal
- spandrel girder
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- 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
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Abstract
The utility model relates to a working platform, in particular to a high-altitude working platform. A detachable high-altitude working platform comprises a supporting platform arranged around a steel column and a guardrail around the platform; the platform consists of longitudinal and transverse supporting beams connected in a cross way; the guardrail consists of upright rods at four corners and transverse rods among the upright rods; the longitudinal and the transverse supporting beams are connected by bolts; the longitudinal and the transverse supporting beams are connected with the upright rods of the guardrail by bolts; and the upright rods of the guardrail are connected with the transverse rods of the guardrail by bolts. In the utility model, not only is a stable working environment supplied to workers, but also the detachable high-altitude working platform can be detached when not in use, and is convenient to store and transport.
Description
Technical field
The utility model relates to job platform, relates in particular to a kind of aerial work platform.
Background technology
When the steel column in high-rise stiffness structure lifted, the operating personnel carried out the butt joint of steel column and fixes and welding operation in the high-altitude, and is dangerous higher, stable job platform need be set to guarantee operating personnel's safety; Welding wind speed in high-altitude can't guarantee welding quality when big, need take effective draught exclusion device, to guarantee the quality of welding.
Adopted the mode of setting up the scaffold job platform in the past, and needed the lease scaffold, and need accredited scaffolder to pacify, tear open operation, cost is bigger more greatly and economically for danger.
Given this, people have adopted the shaped steel material a kind of aerial work platform, for the operating personnel provides a stable working environment, but this prefabricated platform by volume is bigger, preserves very trouble of transportation.
Summary of the invention
The utility model is intended to address the aforementioned drawbacks, and a kind of work high above the ground distachable platform is provided.The utility model not only provides stable operating environment for the operating personnel, and the time spent can not dismantled convenient preservation transportation.
The utility model is achieved in that a kind of work high above the ground distachable platform, a bearing platform and a platform guardrail all around that is arranged on around the steel column, it is characterized in that, described platform is made up of the longitudinal and transverse spandrel girder that right-angled intersection connects, described guardrail is made of four jiaos vertical rod and the cross bar between vertical rod, between the described longitudinal and transverse spandrel girder, in length and breadth spandrel girder and the end is gone along with sb. to guard him between the beam, the end is gone along with sb. to guard him between the beam and the guardrail vertical rod between, all connect between guardrail vertical rod and the guardrail cross bar with bolt.。
Described a kind of work high above the ground distachable platform, described steel column pass the bearing platform that longitudinal and transverse spandrel girder is formed, and have the gap between described longitudinal and transverse spandrel girder and the steel column, insert bquster in the gap.
Described a kind of work high above the ground distachable platform, described longitudinal and transverse spandrel girder is provided with at least one group of bolt connecting hole.
Described a kind of work high above the ground distachable platform is equipped with landing slab on the described bearing platform.
Described a kind of work high above the ground distachable platform, described guardrail is provided with the flameproof fabric that keeps out the wind.
The utility model connects by dismountable bolt, forms a job platform, and this platform is from heavy and light, and convenient fixing is easy to dismounting, can reuse, and can effectively protect the work high above the ground personal security and create good welding surroundings.
Description of drawings
Below, in conjunction with the accompanying drawings the utility model is further described:
Fig. 1 is a schematic diagram of the present utility model;
Fig. 2 is the upward view of Fig. 1.
The specific embodiment
As depicted in figs. 1 and 2, a kind of work high above the ground distachable platform, it comprises that one is arranged on bearing platform around the steel column and guardrail all around, it comprises, going along with sb. to guard him beam 3 in setting all around after described platform is connected by longitudinal and transverse spandrel girder 1,2 right-angled intersections constitutes, described guardrail comprises that four jiaos guardrail vertical rod 4 and the guardrail cross bar between vertical rod 5 constitute, between the described spandrel girder in length and breadth 1,2, spandrel girder 1, the 2 and end is gone along with sb. to guard him between the beam 3, fence the vertical rod 4 and end is gone along with sb. to guard him between the beam 3, all connect with bolt between fence vertical rod 4 and the fence cross bar 5 in length and breadth.
The docking port position operated by rotary motion of high-rise steel structure post has the bracket that connects with concrete beam reinforcing in floor face position about 1.2 meters positions on the floor face.Before first segment steel column lifting, earlier the steel column column cap is sling with crane, this job platform is installed on the steel column bracket under the docking port.After the lifting of first segment steel column, on platform, lay landing slab, can carry out the butt joint fixed operation of the second joint steel column; After the flameproof fabric that keeps out the wind being set all around, can carry out the high-altitude weld job.
During installation, earlier longitudinal and transverse spandrel girder 1,2 is installed, bolt connects, and it is fixing to squeeze into bquster 6.The mounting platform fence 3 then, and bolt is firm.Guardrail vertical rod 4 and guardrail cross bar 5 are installed afterwards, and bolt firmly this operating platform of back promptly installs.
This platform is from heavy and light, and convenient fixing is easy to dismounting, can reuse, and can effectively protect the work high above the ground personal security and create good welding surroundings.
Perforate on the described longitudinal and transverse spandrel girder 1,2 can be adopted the mode of many groups perforate, can effectively regulate the spandrel girder spacing, to be applicable to the steel column of different cross section form and cross-sectional sizes.
Claims (5)
1. work high above the ground distachable platform, it comprises that is arranged on a steel column bearing platform and a platform guardrail all around on every side, it is characterized in that, described platform is made up of the longitudinal and transverse spandrel girder that right-angled intersection connects, described guardrail is made of four jiaos vertical rod and the cross bar between vertical rod, between the described longitudinal and transverse spandrel girder, in length and breadth spandrel girder and the end is gone along with sb. to guard him between the beam, the end is gone along with sb. to guard him between the beam and the guardrail vertical rod between, all connect between guardrail vertical rod and the guardrail cross bar with bolt.
2. a kind of work high above the ground distachable platform according to claim 1 is characterized in that, described steel column passes the bearing platform that longitudinal and transverse spandrel girder is formed, and has the gap between described longitudinal and transverse spandrel girder and the steel column, inserts bquster in the gap.
3. a kind of work high above the ground distachable platform according to claim 1 is characterized in that described longitudinal and transverse spandrel girder is provided with at least one group of bolt connecting hole.
4. a kind of work high above the ground distachable platform according to claim 1 is characterized in that, is equipped with landing slab on the described bearing platform.
5. a kind of work high above the ground distachable platform according to claim 1 is characterized in that described guardrail is provided with the flameproof fabric that keeps out the wind.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202759362U CN201778479U (en) | 2010-07-29 | 2010-07-29 | Detachable high-altitude working platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202759362U CN201778479U (en) | 2010-07-29 | 2010-07-29 | Detachable high-altitude working platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201778479U true CN201778479U (en) | 2011-03-30 |
Family
ID=43791693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202759362U Expired - Fee Related CN201778479U (en) | 2010-07-29 | 2010-07-29 | Detachable high-altitude working platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201778479U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625584A (en) * | 2018-05-09 | 2018-10-09 | 五冶集团上海有限公司 | A kind of tower body equipment temporary platform and its assemble method |
| CN110029804A (en) * | 2019-04-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of sizing steel operating platform |
| CN110778093A (en) * | 2019-10-17 | 2020-02-11 | 五冶集团上海有限公司 | Platform for installing instrument of coke oven diffusing pipe |
| CN111456424A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | High formwork structure |
| CN114457994A (en) * | 2022-01-10 | 2022-05-10 | 中建四局第六建设有限公司 | Turnover steel cover shed vertical member protection construction platform and construction method thereof |
-
2010
- 2010-07-29 CN CN2010202759362U patent/CN201778479U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625584A (en) * | 2018-05-09 | 2018-10-09 | 五冶集团上海有限公司 | A kind of tower body equipment temporary platform and its assemble method |
| CN110029804A (en) * | 2019-04-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of sizing steel operating platform |
| CN110778093A (en) * | 2019-10-17 | 2020-02-11 | 五冶集团上海有限公司 | Platform for installing instrument of coke oven diffusing pipe |
| CN111456424A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | High formwork structure |
| CN114457994A (en) * | 2022-01-10 | 2022-05-10 | 中建四局第六建设有限公司 | Turnover steel cover shed vertical member protection construction platform and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110330 Termination date: 20180729 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |