CN208310160U - Steel moving platform for mounting suspended rail type daylighting roof - Google Patents
Steel moving platform for mounting suspended rail type daylighting roof Download PDFInfo
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- CN208310160U CN208310160U CN201820446278.5U CN201820446278U CN208310160U CN 208310160 U CN208310160 U CN 208310160U CN 201820446278 U CN201820446278 U CN 201820446278U CN 208310160 U CN208310160 U CN 208310160U
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- Prior art keywords
- suspension
- fixed section
- steel
- mobile platform
- track
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 73
- 239000010959 steel Substances 0.000 title claims abstract description 73
- 239000000725 suspension Substances 0.000 claims abstract description 65
- 238000009434 installation Methods 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Movable Scaffolding (AREA)
Abstract
The utility model relates to a hang rail mounted daylighting top installation and use steel moving platform, including steel moving platform, scaffold board, directional gyro wheel, track and hang the end. The suspension end is connected with a suspension stressed beam of the main structure in a hanging mode, and comprises a suspension fixed section and a suspension main stressed section which is cantilevered out from the suspension fixed section. The suspension fixed section comprises a first horizontal suspension fixed section, a second horizontal suspension fixed section, a first vertical suspension fixed section and a second vertical suspension fixed section. The utility model discloses simple structure, the construction is simple and convenient, as the operation platform of daylighting top installation, simple and practical, easily equipment, and ability reuse, solved the problem of daylighting top installation high altitude operation difficulty.
Description
Technical field
The utility model relates to building engineering fields more particularly to lighting roof installation to use operating platform.
Background technique
Building biggish for monolayer area, now mostly uses the form of design of glass lighting roof to have reached daylighting and energy-efficient need
It asks.But for lighting roof installation, it is high-rise working that operation carries out above structural hole theory.Traditional method be
Full hall scaffold is set up as operating platform by ground (or lighting roof lower floor plate) below lighting roof, but this way expires hall foot hand
It is big, highly high that frame sets up area, and occupies site space after setting up, and influences the progress of other work, both influences work progress
Also uneconomical.In addition, being also the high-rise working of high risk, the safety of construction personnel when full hall scaffold is set up and is removed
There are high risks.
Utility model content
The purpose of the utility model is to provide a kind of suspended rail formula lighting roof installation steel mobile platforms, to solve daylighting
It pushes up the full hall scaffold installed and used and sets up that area is big, height is high, set up rear occupied space, influence the progress of other work, no
Firm technical problem.
In order to solve the above-mentioned technical problem, it is mobile flat to provide a kind of suspended rail formula lighting roof installation steel for the utility model
Platform, it is characterised in that: include steel mobile platform, the scaffold board for being laid on steel mobile platform upper surface, be arranged and put down in steel movement
The orientation idler wheel of platform lower end, the track being arranged in below orientation idler wheel and setting are used to support steel movement in lower end of track and put down
The suspension bearing beam of the suspended end of platform, suspended end and main structure mounts connection, includes suspension fixed section and is fixed by suspension
The suspension main stress section that section cantilevers out；
The suspension fixed section includes the first level suspension fixed section and the first water that suspension bearing beam upper end is arranged in
Suspension fixed section is oppositely arranged second is put down to horizontally suspend fixed section, be welded to connect and hang fixed section and the second water in first level
The first vertical suspension fixed section and welded connecting between flat suspension fixed section hang fixed section and suspension master in first level
The second vertical suspension fixed section between stress section.
Preferably, the steel mobile platform includes steel truss and the horizontal connection bar being connected between steel truss.
Preferably, steel truss include top boom, lower boom, the side chord member for being connected to top boom and lower boom both ends,
Every the web member being arranged between top boom and lower boom and the diagonal brace being arranged between adjacent web members.
Preferably, steel staircase is arranged in the two sides of the steel mobile platform.
Preferably, track girder is provided between the track and suspension main stress section.
Preferably, the track is channel steel, and the center for orienting idler wheel is higher than the edge of a wing of track.
Preferably, the described second length for horizontally suspending fixed section is to hang the half of the width of bearing beam or more.
Compared with prior art, it the characteristics of the utility model and has the beneficial effect that
(1) the steel mobile platform of the utility model is fixed by the way of suspension with lighting roof main structure, is reduced and is applied
Work the space occupied；Steel mobile platform is connected by track girder and suspension main stress section mounting, and the weight of steel mobile platform is main
It is born by suspension main stress section, compared with full hall scaffold, this approach reduces the usage amounts of supporting rod, while also guaranteeing
The stability of structure.
(2) the lower end two sides of the steel mobile platform of the utility model are provided with orientation idler wheel, and orientation idler wheel is placed in track
In, the idler wheel center for orienting idler wheel is higher than the edge of a wing of track, enables orientation idler wheel is smooth to move in orbit.
(3) the suspended rail formula lighting roof installation of the utility model is simple with steel mobile platform structure, and easy construction is made
It is simple and practical for the operating platform of lighting roof installation, it is easily assembled to, and can reuse, solves lighting roof installation high-altitude behaviour
Make difficult problem.
Detailed description of the invention
Fig. 1 is the elevational schematic view of the utility model.
Fig. 2 is the plan view of the steel mobile platform of the utility model.
Fig. 3 is the enlarged drawing of the suspension end part of the utility model.
Appended drawing reference: 1- steel mobile platform, 2- steel truss, 3- track girder, 4- track, 5- orient idler wheel, 7- top boom, 8-
Lower boom, 9- web member, 10- diagonal brace, 11- scaffold board, 12- horizontal connection bar, 13- steel staircase, 14- suspension bearing beam, 15- are outstanding
Hang main stress section, 16- suspension fixed section, the suspension of 161- first level fixed section, 162- second horizontally suspend fixed section, 163- the
One vertical suspension fixed section, 164- second vertically hang fixed section, the side 17- chord member.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below
The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
As shown in Figure 1-3, a kind of suspended rail formula lighting roof installation steel mobile platform, for arc lighting roof main body dragon
The installation of bone and glass includes the scaffold board (11) for being laid on steel mobile platform (1) upper surface, is arranged in steel mobile platform
(1) track (4) and setting of the orientation idler wheel (5) of lower end, setting below orientation idler wheel (5) are used in track (4) lower end
The suspended end of supporting steel mobile platform (1).Arc lighting roof both ends are connect with main structure, and arc lighting roof both ends are in
Same level height.
Steel mobile platform (1) every side in lower end is respectively provided with the orientation idler wheel (5) there are two strap brake, and steel mobile platform (1) is logical
Orientation idler wheel (5) is crossed to move horizontally along track (4).In use, orientation idler wheel (5) is locked, guarantee does not produce in use
Raw sliding.When needing mobile platform, released orientation idler wheel (5) is pulled two sides using chain block in parallel, makes to orient idler wheel
(5) it can freely be rolled in track (4).
Steel mobile platform (1) includes two Pin steel truss (2) and the horizontal connection bar that is connected between steel truss (2)
(12), every Pin steel truss includes top boom (7), lower boom (8), the side chord member for connecting top boom (7) and lower boom (8) both ends
(17), the web member (9) being arranged at intervals between top boom (7) and lower boom (8) and setting are between adjacent web members (9)
Diagonal brace (10).The scaffold board (11) stood for construction personnel, and steel mobile platform (1) are equipped on steel mobile platform (1)
Protective fence is arranged to guarantee that the safety of construction personnel, the height of protective fence are 1.2m in two sides.The two sides of steel mobile platform (1) are arranged
Steel staircase (13) uses up and down for construction personnel.Steel staircase (13) is placed in truss bevel edge, it is preferred to use 4mm thickness riffled iron
Plate production.
According to the curved angle of arc lighting roof, between steel mobile platform (1) and arc lighting roof main body keel top
Height is 1.6~1.8m, and the height between steel mobile platform (1) and arc lighting roof main body keel both ends is not less than 0.5m.Steel
The calculation method of platform plane dimensions length are as follows: steel platform planar dimension length=- 2 × 0.5m of lighting roof width.Steel mobile platform
(1) distance at both ends of the both ends apart from arc lighting roof is by lighting roof main joist distance computation and determination, but should not exceed 4m.Steel
The whole height of mobile platform (1) is preferably 1.2m, low compared with traditional full hall scaffold, has ensured the safety of construction.
The mounting connection of the suspension bearing beam (14) of suspended end and main structure, the both ends of arc lighting roof are in same level
Highly.For suspended end along suspension bearing beam (14) arranged for interval of main structure, spacing is preferably 3m.Suspended end preferably uses type
Steel production, suspended end include the suspension main stress section for hanging fixed section (16) and being cantilevered out by suspension fixed section (16)
(15), suspension main stress section (15) and suspension fixed section (16) are in approximately the same plane, and suspension main stress section (15) is preferably work
Word steel a is vertically set on the inside of suspension bearing beam (14).Hanging fixed section (16) is preferably I-steel b, includes that setting exists
First level suspension fixed section (161) of suspension bearing beam (14) upper end is correspondingly arranged with first level suspension fixed section (161)
Second horizontally suspend fixed section (162), be welded to connect first level suspension fixed section (161) and second horizontally suspend fixation
The first vertical suspension fixed section (163) between section (162) and be welded to connect in first level suspension fixed section (161) and
Hang the second vertical suspension fixed section (164) between main stress section (15).Second horizontally suspend fixed section (162) length it is excellent
It is selected as the half of the width of suspension bearing beam (14) or more.
The specific manufacturing process of steel Mobile operating platform are as follows:, will first according to the shape of the suspension bearing beam (14) of main structure
First level hangs fixed section (161), the first vertical suspension fixed section (163), the second vertical suspension fixed section (164) and hangs
After main stress section (15) is welded to connect, it is then placed on the suspension bearing beam (14) of main structure and temporarily fixes, finally weld
Second horizontally suspends fixed section (162).
Track (4) is preferably channel steel, and the center of orientation idler wheel (5) is higher than the edge of a wing of track (4).Track (4) is more preferred
To be made of 12# channel steel, when track installation, channel steel opening upwards, and need to be aligned with track girder (3) center.
Each suspension main stress section is attached using track girder (3), and track (4) is arranged on track girder (3).Track (4)
It is fixed on track girder (3).Track girder (3) is preferably I-steel.The top of track girder (3) and arc lighting roof main body keel two
End is in same level height.Track girder (3) further improves bearing capacity, improves stability.
The above various embodiments is only used for that the utility model is explained, and does not constitute the limit to scope of the claims
Fixed, other alternative means that those skilled in the art are contemplated that according to the utility model description should all be practical at this
Novel scope of protection of the claims.
Claims (7)
1. a kind of suspended rail formula lighting roof installation steel mobile platform, it is characterised in that: include steel mobile platform (1), paving
Be located at steel mobile platform (1) upper surface scaffold board (11), setting steel mobile platform (1) lower end orientation idler wheel (5), setting
Track (4) and setting below orientation idler wheel (5) are used to support the suspension of steel mobile platform (1) in track (4) lower end
The suspension bearing beam (14) of end, suspended end and main structure, which mounts, to be connected, and is included suspension fixed section (16) and is fixed by suspension
The suspension main stress section (15) that section (16) cantilevers out；
Suspension fixed section (16) includes that first level of the setting in suspension bearing beam (14) upper end hangs fixed section
(161), second be oppositely arranged with first level suspension fixed section (161) horizontally suspends fixed section (162), is welded to connect the
One horizontally suspend fixed section (161) and second horizontally suspend the first vertical suspension fixed section (163) between fixed section (162),
And the second vertical suspension being welded to connect between first level suspension fixed section (161) and suspension main stress section (15) is fixed
Section (164).
2. suspended rail formula lighting roof installation steel mobile platform according to claim 1, it is characterised in that: the steel moves
Moving platform (1) includes steel truss (2) and the horizontal connection bar (12) being connected between steel truss (2).
3. suspended rail formula lighting roof installation steel mobile platform according to claim 2, it is characterised in that: steel truss
It (2) include top boom (7), lower boom (8), the side chord member (17) for being connected to top boom (7) and lower boom (8) both ends, interval
The web member (9) being arranged between top boom (7) and lower boom (8) and the diagonal brace (10) being arranged between adjacent web members (9).
4. suspended rail formula lighting roof installation steel mobile platform according to claim 3, it is characterised in that: the steel moves
Steel staircase (13) are arranged in the two sides of moving platform (1).
5. a kind of suspended rail formula lighting roof installation steel mobile platform according to claim 4, it is characterised in that: described
Track girder (3) are provided between track (4) and suspension main stress section (15).
6. suspended rail formula lighting roof installation steel mobile platform according to claim 5, it is characterised in that: the track
It (4) is channel steel, the center of orientation idler wheel (5) is higher than the edge of a wing of track (4).
7. suspended rail formula lighting roof installation steel mobile platform according to claim 1, it is characterised in that: described second
The length for horizontally suspending fixed section (162) is to hang the half of the width of bearing beam (14) or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820446278.5U CN208310160U (en) | 2018-03-30 | 2018-03-30 | Steel moving platform for mounting suspended rail type daylighting roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820446278.5U CN208310160U (en) | 2018-03-30 | 2018-03-30 | Steel moving platform for mounting suspended rail type daylighting roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208310160U true CN208310160U (en) | 2019-01-01 |
Family
ID=64720704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820446278.5U Active CN208310160U (en) | 2018-03-30 | 2018-03-30 | Steel moving platform for mounting suspended rail type daylighting roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208310160U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113789731A (en) * | 2021-10-15 | 2021-12-14 | 山东中建八局投资建设有限公司 | Movable safety operation platform device for large-span steel bridge deck construction |
-
2018
- 2018-03-30 CN CN201820446278.5U patent/CN208310160U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113789731A (en) * | 2021-10-15 | 2021-12-14 | 山东中建八局投资建设有限公司 | Movable safety operation platform device for large-span steel bridge deck construction |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |