CN205713034U - A kind of speed inserts formula girder steel construction operation platform - Google Patents
A kind of speed inserts formula girder steel construction operation platform Download PDFInfo
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- CN205713034U CN205713034U CN201620380297.3U CN201620380297U CN205713034U CN 205713034 U CN205713034 U CN 205713034U CN 201620380297 U CN201620380297 U CN 201620380297U CN 205713034 U CN205713034 U CN 205713034U
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- platform
- girder steel
- construction operation
- speed
- steel construction
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Abstract
This utility model belongs to construction implement field, formula girder steel construction operation platform is inserted more specifically to a kind of speed, including platform base, described platform base includes operating portion and the Access Division stood for constructor, one end, described Access Division is provided with the bayonet socket can being placed on steel beam flange plate, and its other end is fixedly connected on described operating portion.This operating platform provides firm, safe job platform for the ground operation construction operation personnel such as high-strength bolt construction, welding, node touch-up paint at steel beam joint, is effectively improved the construction efficiency of steel beam joint work high above the ground.
Description
Technical field
This utility model belongs to construction implement field, inserts the construction of formula girder steel more specifically to a kind of speed
Operating platform.
Background technology
In recent years, along with the tremendous development of building construction technology Yu national economy, steel building obtains in China
Arrive fast development.Girder steel is as the important component part of steel building, and its number of components is more, and steel
The construction (operation such as welding, high-strength bolt installation, node touch-up paint) of beam connecting node mostly is work high above the ground,
How to ensure that construction operation personal security is particularly important.Meanwhile, construction operation personal security is being ensured
Under premise, construct the most efficiently, rapidly and also need to cause the concern of construction management person.At present, domestic a lot
Engineering many employings when steel beam joint is constructed arrange temporary operating platform, as set up scaffold and assembling frame, this
A little operation sequences are complicated and need to expend a large amount of human and material resources and duration.
Existing steel beam joint construction operation platform also has employing suspension type hanging cage, operating personnel carrying out welding,
During the operation constructions such as high-strength bolt installation, node touch-up paint, stand in suspension type hanging cage.Operating platform uses
The materials such as angle steel, band iron, round steel are made, and all use and be welded to connect between band iron and angle steel, round steel,
This platform is complex, and material usage is big, and security protection measure cost is high；When applicable heavy in section H profile steel beam,
The deadweight of this platform can be relatively big, is not easy to man-handling of materials, pacifies and tear open, and work efficiency is relatively low；Additionally, outside this platform facade
Shape design is not easy to operative, the construction quality of the operations such as impact welding, high-strength bolt construction.
Utility model content
Technical problem to be solved in the utility model be to provide ground a kind of make simple, installing/dismounting is convenient fast
Prompt speed inserts formula girder steel construction operation platform.
This utility model is achieved in that
A kind of speed inserts formula girder steel construction operation platform, and including platform base, described platform base includes for construction
Operating portion that person stands and Access Division, one end, described Access Division is provided with the bayonet socket can being placed on steel beam flange plate,
Its other end is fixedly connected on described operating portion.
Further, described wedging position is in the both sides of described operating portion one end.
Further, described Access Division is provided with the regulation bolt for supporting on steel beam flange plate.
Further, described Access Division sidepiece is provided with some nuts, and described regulation bolt is plugged in described nut
In.
Further, described Access Division is horizontal U-shaped, and it includes upper plate and lower plate, described upper plate and under
It it is described bayonet socket between plate.
Further, described operating portion includes two support columns be arrangeding in parallel and some connection posts, described company
Connect that the two ends of post are fixing to be located between described two support columns.
Further, described Access Division is fixedly connected on described support column end.
Further, described operating platform is additionally provided with the anti-fall mechanism of platform, and the anti-fall mechanism of described platform includes using
In the fixture being fixed on steel beam flange plate and connector, described fixture passes through described connector with described
Platform base connects.
Further, described connector is rope, and its two ends are fastened respectively and are located at described platform base and fixture
On.
Further, described platform base and fixture are fixed with attaching nut, described connection rope respectively
Two ends wear and are fixed in described attaching nut.
This utility model compared with prior art, has the beneficial effects that:
When this speed inserts the use of formula girder steel construction operation platform, the bayonet socket of Access Division is plugged on girder steel bottom wing listrium
In, workmen stands on operating portion, this operating platform be at steel beam joint high-strength bolt construction,
The operation construction operation personnel such as welding, node touch-up paint provide firm, safe job platform, are effectively improved steel
The safety of girder connection work high above the ground and construction efficiency, and save material and difficulty of processing, reduce security protection measure
Input cost；This operating platform by Access Division bayonet socket can quick insertion and from heavy and light, in heavy in section H type
Girder steel work progress is transported, pacifies and tear open fast, improve work efficiency.
Accompanying drawing explanation
Fig. 1: this utility model embodiment uses schematic diagram；
Fig. 2: the structural representation of platform base in this utility model；
The part-structure schematic side view of platform base in Fig. 3: Fig. 2；
Fig. 4: the structural representation of the anti-fall mechanism of platform in this utility model embodiment.
In figure: 1-platform base 11-operating portion 111-support column 112-connects post 12-Access Division
121-bayonet socket 122-regulates the anti-fall mechanism of bolt 123-nut 124-upper plate 125-lower plate 2-platform
21-attaching nut 22-connects rope
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing
And embodiment, this utility model is further elaborated.
As in figure 2 it is shown, be this utility model one preferred embodiment, a kind of speed inserts formula girder steel construction operation platform,
Including platform base 1, platform base 1 includes operating portion 11 and Access Division 12, the clamping stood for constructor
One end, portion 12 is provided with the bayonet socket 121 can being placed on steel beam flange plate, and its other end is fixedly connected on operating portion
11 one end.
Specifically, as it is shown on figure 3, Access Division 12 is in horizontal U-shaped, and longitudinally it is located at operating portion 11 1
The both sides of end, Access Division 12 is provided with the regulation bolt 122 for supporting on steel beam flange plate, its sidepiece
Being provided with some nuts 123, regulation bolt 122 is plugged in nut 123.Access Division 12 includes upper plate 124
With lower plate 125, being bayonet socket 121 between upper plate 124 and lower plate 125, nut 123 is fixing is located at upper plate 124
Inner side, regulation bolt 122 can be adjusted according to the thickness of steel beam flange, range of accommodation at 20-80 millimeter,
Applied widely, can be recycled.
As in figure 2 it is shown, operating portion 11 includes two support columns be arrangeding in parallel 111 and some connection posts 112,
The two ends of connection post 112 are fixing to be located between two support columns 111, and support column 111 uses diameter 25 millimeters
Round steel, connect post 112 and use the band iron of 8 millimeters × 30 millimeters, Access Division 12 uses thickness 20 millimeters
Steel plate, Access Division 12 is fixedly connected on support column 111 end.As it is shown in figure 1, operating platform is additionally provided with
The anti-fall mechanism of platform 2, the anti-fall mechanism of platform 2 include the fixture 23 for being fixed on steel beam flange plate and
Connector 22, fixture 23 is connected with platform base 1 by connector 22, and connector 22 is rope,
Its two ends are fastened respectively and are located on platform base 1 and fixture 23.As shown in Figure 3, Figure 4, platform base 1
Be fixed with attaching nut 21 on fixture 23 respectively, connector 22 two ends wear and are fixed on attaching nut
In 21 so that fixing and more fasten, safety is higher.
This operating platform, before steel beam joint is constructed, is carried voluntarily by operating personnel and Access Division 12 is inserted steel
In lower flange of girder edge, further according to steel beam flange plate thickness, regulation regulation bolt 122 to correct position also fastens,
Then fixture 23 is hung on girder steel top flange.After completing above operation, operating personnel can use this device
Carry out the operation such as welding at node, high-strength bolt installation.This operating platform is in Changsha state gold center projects
It is widely used, on the premise of guaranteeing construction safety, achieves good construction effect.This operating platform is tied
Configuration formula is simple, easy to make, transports and tears open convenient, efficient with peace；It is adjustable that Access Division 12 fastens gap, suitable
Wide by property, can apply to the construction operation of different-thickness edge of a wing steel beam joint.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model,
All any amendment, equivalent and improvement etc. made within spirit of the present utility model and principle, all should
Within being included in protection domain of the present utility model.
Claims (10)
1. speed inserts a formula girder steel construction operation platform, including platform base, it is characterised in that: described platform
Base includes operating portion and the Access Division stood for constructor, and one end, described Access Division is provided with and can be placed in girder steel
Bayonet socket on flange plate, its other end is fixedly connected on described operating portion.
A kind of speed the most according to claim 1 inserts formula girder steel construction operation platform, it is characterised in that: institute
State wedging position in the both sides of described operating portion one end.
A kind of speed the most according to claim 1 inserts formula girder steel construction operation platform, it is characterised in that: institute
State Access Division and be provided with the regulation bolt for supporting on steel beam flange plate.
A kind of speed the most according to claim 3 inserts formula girder steel construction operation platform, it is characterised in that: institute
Stating Access Division sidepiece and be provided with some nuts, described regulation bolt is plugged in described nut.
A kind of speed the most according to claim 4 inserts formula girder steel construction operation platform, it is characterised in that: institute
Stating Access Division is horizontal U-shaped, and it includes upper plate and lower plate, is described bayonet socket between described upper plate and lower plate.
A kind of speed the most according to claim 1 inserts formula girder steel construction operation platform, it is characterised in that: institute
Stating operating portion and include two support columns be arrangeding in parallel and some connection posts, the two ends of described connection post are fixing to be set
Between described two support columns.
A kind of speed the most according to claim 6 inserts formula girder steel construction operation platform, it is characterised in that: institute
State Access Division and be fixedly connected on described support column end.
8. insert formula girder steel construction operation platform according to a kind of speed described in claim 1 to 7 any one, its
Being characterised by: described operating platform is additionally provided with the anti-fall mechanism of platform, the anti-fall mechanism of described platform includes for solid
Being scheduled on the fixture on steel beam flange plate and connector, described fixture is by described connector and described platform
Base connects.
Speed the most according to claim 8 inserts formula girder steel construction operation platform, it is characterised in that: described company
Fitting is rope, and its two ends are fastened respectively and are located on described platform base and fixture.
A kind of speed the most according to claim 9 inserts formula girder steel construction operation platform, it is characterised in that:
Being fixed with attaching nut on described platform base and fixture respectively, described connection rope two ends wear and are fixed on
In described attaching nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620380297.3U CN205713034U (en) | 2016-04-28 | 2016-04-28 | A kind of speed inserts formula girder steel construction operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620380297.3U CN205713034U (en) | 2016-04-28 | 2016-04-28 | A kind of speed inserts formula girder steel construction operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205713034U true CN205713034U (en) | 2016-11-23 |
Family
ID=57292860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620380297.3U Active CN205713034U (en) | 2016-04-28 | 2016-04-28 | A kind of speed inserts formula girder steel construction operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205713034U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265965A (en) * | 2017-12-29 | 2018-07-10 | 上海建工七建集团有限公司 | A kind of outrigger platform device in Construction of Steel Structure |
| CN112091887A (en) * | 2020-09-16 | 2020-12-18 | 中国五冶集团有限公司 | Portable super high-rise steel beam welding platform device and mounting and dismounting method thereof |
| CN114178760A (en) * | 2021-11-23 | 2022-03-15 | 中国一冶集团有限公司 | Adjustable large-span steel beam welding operation platform |
-
2016
- 2016-04-28 CN CN201620380297.3U patent/CN205713034U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265965A (en) * | 2017-12-29 | 2018-07-10 | 上海建工七建集团有限公司 | A kind of outrigger platform device in Construction of Steel Structure |
| CN112091887A (en) * | 2020-09-16 | 2020-12-18 | 中国五冶集团有限公司 | Portable super high-rise steel beam welding platform device and mounting and dismounting method thereof |
| CN114178760A (en) * | 2021-11-23 | 2022-03-15 | 中国一冶集团有限公司 | Adjustable large-span steel beam welding operation platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: 518000 Guangdong Shenzhen Futian District Che Kung Temple Riverfront Avenue deep industry Tien pine building 17 floor 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221115 Address after: Room 1908, Chengtou Xin Times Building, No. 2009, Pingshan Avenue, Liulian Community, Pingshan Street, Pingshan District, Shenzhen 518000 Patentee after: China Construction Steel Engineering Co.,Ltd. Address before: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: China Construction Engineering Group Co.,Ltd. |
|
| TR01 | Transfer of patent right |