CN206233544U - Adjustable operation platform - Google Patents
Adjustable operation platform Download PDFInfo
- Publication number
- CN206233544U CN206233544U CN201621132058.2U CN201621132058U CN206233544U CN 206233544 U CN206233544 U CN 206233544U CN 201621132058 U CN201621132058 U CN 201621132058U CN 206233544 U CN206233544 U CN 206233544U
- Authority
- CN
- China
- Prior art keywords
- double ladder
- steel
- operation platform
- ladder
- stupefied
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 241000282326 Felis catus Species 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 25
- 238000009434 installation Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 241001616957 Macrotyphula fistulosa Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010409 ironing Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Landscapes
- Ladders (AREA)
Abstract
The utility model discloses adjustable operation platform, it hang on steel member, it is characterised in that the adjustable operation platform includes：With the first double ladder and the second double ladder that set span, be oppositely arranged, it is stupefied that first double ladder and the second double ladder are provided with spaced multiple steel；Plug the flak jacket bar being connected on first double ladder and the second double ladder；And be layed in the steel corresponding on first double ladder and second double ladder it is stupefied on scaffold board.The utility model make use of the change of scaffold board height and span on double ladder so that workmen can be neatly movable on the operational platform, while also ensure that the safety of workmen.Also, operating platform installation and removal are all very convenient, improve efficiency of construction.
Description
Technical field
The utility model is related to the realm of building construction, espespecially a kind of adjustable operation platform.
Background technology
On construction site welding steel room or aloft carry out steel it is assembled when, Chang Huixian will relatively heavy steel structure
Part is lifted, and after putting at reserved structural openings, the position of steel member is fixed using support frame, then in the steel
Other welding or assembly compared with lightweight steel component are carried out on component.Scaffold is repaved after the completion of welding, to the weld seam on steel construction
Repaired.However, it is contemplated that the physical dimension of scaffold itself support body and construction meet the relevant requirement of specification, pin hand is set up
During frame, height and gap between itself support body can all be fixed according to the design before setting up, and some small adjustment may afterwards
It is accomplished by being planned again from the overall stress of scaffold.And in workman's actual job, it is necessary to the height and span of welding
Position may be all different, and the scaffold set up can not meet all of welding condition, and welder may need
Carry out on tiptoe, bend over to tackle the welding position of diverse location, this has resulted in certain potential safety hazard.And it is higher for height
Steel member, building scaffold needs to consume long time, and to consume many manpowers.So, existing technical method
Needs take a substantial amount of time, and reduce the efficiency of construction.Meanwhile, scaffold set up and dismounting be required for spend manpower and thing
Power, causes to waste.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided a kind of adjustable operation platform, is met not
With the construction demand in height, different range, it is ensured that efficiency of construction.
To achieve these goals, the utility model provides a kind of adjustable operation platform, hang on steel member, wraps
Include：With the first double ladder and the second double ladder that set span, be oppositely arranged, set on first double ladder and the second double ladder
There are spaced multiple steel stupefied；Plug the flak jacket bar being connected on first double ladder and the second double ladder；And laying
Scaffold board on corresponding on first double ladder and second double ladder steel is stupefied.
The beneficial effects of the utility model are：The adjustable operation platform can set the according to the need of work at scene
Span between one double ladder and the second double ladder, so as to complete the construction in the range of the setting, welding job；Change scaffold board
Position on steel is stupefied so that construction worker can complete the work of different height position in construction.It is hidden so as to reduce safety
Suffer from, improve efficiency of construction.
Further improvement of the utility model is, first double ladder and second double ladder include a cross bar with
And positioned at the cat ladder structure of the cross bar both sides, the cross bar is erected on the steel member, positioned at the institute of the cross bar both sides
The spacing stated between cat ladder structure is adapted with the width of the steel member.After double ladder is hung on steel member, cat ladder position
Spacing in both sides on cross bar is equal to the width of steel member, it is to avoid double ladder rocking on steel member, it is ensured that construction
Safety.
Further improvement of the utility model is, it is characterised in that it is interior vertical that the cat ladder structure includes being oppositely arranged
Bar and outer vertical rod, support stupefied, the outside of the outer vertical rod that is connected with multiple steel between the interior vertical rod and the outer vertical rod
The multiple latches cylinder for flak jacket bar described in socket connection is interval with face.Latch cylinder is for plugging flak jacket bar, and interval setting is more
Individual latch cylinder, on the one hand in view of the aesthetic property of double ladder, and ensure that the structural strength of double ladder both sides, on the other hand ensure
Workmen can obtain effectively safety guarantee in different height
Further improvement of the utility model is that the two ends of the flak jacket bar are provided with and consolidating that latch cylinder is adapted
Determine latch.
Further improvement of the utility model is that mobile latch, the mobile latch are also arranged with the flak jacket bar
By casing pipe sleeve on the flak jacket bar, the mobile latch is adapted with latch cylinder.Because the first double ladder and
The distance between two double ladders set with the scope of construction requirement, thus from mobile latch can meet it is different across
Away from, it is ensured that flak jacket bar can be recycled.
Further improvement of the utility model is that the length of the flak jacket bar is more than or equal to the setting span.Pass through
Position of the regulation described sleeve pipe on the flak jacket bar so that the mobile latch is inserted in after the latch cylinder and the flak jacket
The spacing of the Fixed latches of bar one end is equal to the setting spacing of the first double ladder and the second double ladder, meets the first double ladder
With the different set span between the second double ladder.
Further improvement of the utility model is, the rectangular steel plates of the scaffold board multiple through holes for surface is provided with.
Further improvement of the utility model is, also including a U-shaped button, the U-shaped button is through on the scaffold board
Through hole, and be fastened in the steel it is stupefied on, to cause that the scaffold board is stupefied with the steel is connected.U-shaped button prevents scaffold board
Movement on steel is stupefied, meanwhile, the dismounting of U-shaped card is very convenient for, and saves the time.
Brief description of the drawings
Fig. 1 is the front view of adjustable operation platform；
Fig. 2 is the side view of adjustable operation platform；
Fig. 3 is the schematic diagram of scaffold board.
Specific embodiment
Below in conjunction with the accompanying drawings, the utility model is described in further detail.
The utility model provides a kind of adjustable operation platform, is hung on steel member, for adjusting operating space
Span and height.Existing technical scheme, rough estimate workman's construction field to be carried out, then takes according to design
Scaffold is built, the span and height of the scaffold put up all are fixed, and limit the scope of activities of construction worker.So constructor
Member can only take a risk to complete or build scaffold again after abandoning when running into beyond the construction area of its scope of activities, this nothing
Doubt and manufactured very big potential safety hazard, and waste man power and material.
The utility model changes position of the scaffold board on double ladder according to the scope and height of construction, so as to reduce
Potential safety hazard.Inner corner trim reinforcing template structure of the present utility model is illustrated below in conjunction with the accompanying drawings.
As depicted in figs. 1 and 2, the utility model adjustable operation platform includes：To set the first herringbone of span setting
The double ladder 22 of ladder 21 and second, is disposed on the multiple steel stupefied 3 on the first double ladder 21 and the second double ladder 22, plugs connection
The flak jacket bar 7 of the first double ladder 21 and the second double ladder 22, and it is laid on phase on the first double ladder 21 and the second double ladder 22
Scaffold board 5 on corresponding steel stupefied 3.The position that flak jacket bar 7 is plugged is provided higher than the position that scaffold board 5 is set by scaffold board 5
Construction operation platform, the effect of protection workmen's safety is played by flak jacket bar 7.
As preferred embodiment of the present utility model, double ladder be use L60*5 equal leg angles (L60*5 represent section for
The equilateral triangle of 60mm*60mm*5mm) it is welded, a steel bar being of convenient length is selected as cross bar, then with cross bar
End point be starting point, be attached from beginning to end, be allowed to be formed a pentagon frameworks with three right angles, shape is cat ladder structure
9.For the convenience of constructing operation, some angles outward-dipping with the steel bar that cross bar end points is connected so that near operating platform top
Enough operating spaces can be reserved at end.Other three steel bars are vertically connected.Adopt in a like fashion, in the another of cross bar
Identical structure is symmetrically welded on individual end points.In the interior vertical rod of cat ladder structure 9, a horizontal steel stupefied 3 is provided with every 300mm,
Stupefied 3 other end of steel is connected with the outer vertical rod of cat ladder structure 9, and fixed form is in the form of welding.By the first double ladder 21 and
Two double ladders 22 are vertically disposed on steel member 1, i.e., ridden upon on steel member 1 by cross bar, and is set according to boundary of works area
Span between one double ladder 21 and the second double ladder 22, because the first double ladder 21 and the second double ladder 22 are using the side for hanging
Formula is hung on steel member 1 so that the position of the first double ladder 21 and the second double ladder 22 can as needed carry out any regulation, with
The need for meeting practice of construction.Connected by flak jacket bar 7 between first double ladder 21 and the second double ladder 22, then according to construction
The height of needs is equipped with what is stood for workman on the first double ladder 21 and the second double ladder 22 steel stupefied 3 located horizontally from the emitter
Scaffold board 5.Because steel stupefied 3 is along the short transverse interval setting of double ladder so that the height that scaffold board 5 can be arranged as required to
On the suitable steel of selection is stupefied, the height adjustable of operating platform is realized, disclosure satisfy that flexible construction requirement.
Used as preferred embodiment of the present utility model, there is a spacing in double ladder both sides cat ladder structure, the size of spacing with
Steel member width to be onstructed matches so that after double ladder is hung on steel member 1, will not be along the width of steel member 1
Rock.
As preferred embodiment of the present utility model, in the corresponding position in the outside of the outer vertical rod for being welded with steel stupefied 3 stupefied with steel 3
Put, be welded with the latch cylinder 4 that internal diameter is 20mm.Latch cylinder 4 is placed vertically, side and double ladder contact outside, then with ironing
Iron is welded.Position on double ladder of position and quantity stupefied with steel 3 that latch cylinder 4 is set, quantity are corresponding.
As preferred embodiment of the present utility model, the flak jacket bar 7 of the first double ladder 21 of connection and the second double ladder 22
Length is respectively provided on two sides with one with latch 4 phases of cylinder more than or equal to the first double ladder 21 and the setting span of second people's font 22
The Fixed latches of matching, external diameter is 16mm, and a mobile latch 8 is additionally provided with the shaft of flak jacket bar 7, on the movement latch 8
Sleeve is fixedly connected with, is set on flak jacket bar 7 by sleeve pipe, and then allow to move latch 8 along flak jacket by sleeve pipe
Club body carries out slidable adjustment.In socket connection flak jacket bar 7, the Fixed latches at the two ends of flak jacket bar 7 are plugged in corresponding inserting
In pin cylinder 4, the position of the grafting of flak jacket bar 7 must be higher than the position of the laying of scaffold board 5, when the first double ladder 21 and the second herringbone
When setting span between ladder 22 is less than the length of flak jacket bar 7, the Fixed latches of the one end of flak jacket bar 7 are plugged in latch cylinder 4, and
The position of mobile latch 8 is adjusted afterwards, the movement latch 8 is plugged in the corresponding latch cylinder 4 of opposite side, realize flak jacket bar 7
Socket connection.
As preferred embodiment of the present utility model, as shown in figure 3, being layed in the first double ladder 21 and the second double ladder 22
Steel stupefied 3 on scaffold board 5 be to be thick with the rectangular steel plates of through hole, for more preferable fixation scaffold board 5, it is ensured that workmen's
Safety, with reference to shown in Fig. 2, scaffold board 5 and steel stupefied 3 is connected using U-shaped button 6, and two edge of a wing bars of the U-shaped button 6 pass through scaffold board 5
On through hole, and be fastened on steel stupefied 3, and then scaffold board 5 and steel stupefied 3 is connected.
At the construction field (site), width welding the first double ladder 21 and the second people first according to steel member 1 to be onstructed itself
Word ladder 22, uniform welding has steel stupefied 3 on two body side frames on the facade of the first double ladder 21 and the second double ladder 22, first
Side 3 position alignd stupefied with steel of the double ladder 22 of double ladder 21 and second is welded with latch cylinder 4.By the first double ladder 21 and
Two double ladders 22 are installed on steel member 1, according to the scope and height of required construction location, scaffold board 5 are placed on into
On the steel stupefied 3 of one double ladder 21 and the second double ladder 22, it is fixed with U-shaped button.According to the standing height of workmen, finally
One end of flak jacket bar 7 is sheathed in the latch of the first double ladder 21 cylinder 4, mobile latch 8 is slided, on the second double ladder 22 of insertion
Latch cylinder in, workman can just climb up operating platform and be operated.
The utility model make use of the change of scaffold board height and span on double ladder, realizes to be adjusted flexibly to operate and puts down
The set location of platform, to meet the construction demand of workmen, while also ensure that the safety of workmen.Also, the operation
Stage+module and dismounting are all very convenient, are effectively saved the engineering time, improve efficiency of construction.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some of embodiment details should not be constituted to this reality
With new restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (8)
1. a kind of adjustable operation platform, hang on steel member, it is characterised in that the adjustable operation platform includes：
With the first double ladder and the second double ladder that set span, be oppositely arranged, on first double ladder and the second double ladder
It is provided with spaced multiple steel stupefied；
Plug the flak jacket bar being connected on first double ladder and the second double ladder；And
Be layed in the steel corresponding on first double ladder and second double ladder it is stupefied on scaffold board.
2. adjustable operation platform as claimed in claim 1, it is characterised in that first double ladder and second herringbone
Ladder includes a cross bar and the cat ladder structure positioned at the cross bar both sides, and the cross bar is erected on the steel member, positioned at institute
The spacing stated between the cat ladder structure of cross bar both sides is adapted with the width of the steel member.
3. adjustable operation platform as claimed in claim 2, it is characterised in that it is interior that the cat ladder structure includes being oppositely arranged
Vertical rod and outer vertical rod, support is connected with that multiple steel are stupefied between the interior vertical rod and the outer vertical rod, the outer vertical rod it is outer
The multiple latches cylinder for flak jacket bar described in socket connection is interval with side.
4. adjustable operation platform as claimed in claim 3, it is characterised in that the two ends of the flak jacket bar are provided with inserts with described
The Fixed latches that pin cylinder is adapted.
5. adjustable operation platform as claimed in claim 4, it is characterised in that mobile inserting also is arranged with the flak jacket bar
Pin, by casing pipe sleeve on the flak jacket bar, the mobile latch is adapted the mobile latch with latch cylinder.
6. adjustable operation platform as claimed in claim 5, it is characterised in that the length of the flak jacket bar is more than or equal to described
Setting span.
7. adjustable operation platform as claimed in claim 1, it is characterised in that the scaffold board multiple through holes for surface is provided with
Rectangular steel plates.
8. adjustable operation platform as claimed in claim 1, it is characterised in that also including a U-shaped button, the U-shaped button through
Through hole on the scaffold board, and be fastened in the steel it is stupefied on, to cause that the scaffold board is stupefied with the steel is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621132058.2U CN206233544U (en) | 2016-10-18 | 2016-10-18 | Adjustable operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621132058.2U CN206233544U (en) | 2016-10-18 | 2016-10-18 | Adjustable operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233544U true CN206233544U (en) | 2017-06-09 |
Family
ID=58982451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621132058.2U Expired - Fee Related CN206233544U (en) | 2016-10-18 | 2016-10-18 | Adjustable operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233544U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107619009A (en) * | 2017-09-28 | 2018-01-23 | 郑州科净环境工程有限公司 | A kind of central air-conditioning filter element replacing instrument |
| CN111005545A (en) * | 2019-12-31 | 2020-04-14 | 上海市机械施工集团有限公司 | Construction device and method for steel structure |
-
2016
- 2016-10-18 CN CN201621132058.2U patent/CN206233544U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107619009A (en) * | 2017-09-28 | 2018-01-23 | 郑州科净环境工程有限公司 | A kind of central air-conditioning filter element replacing instrument |
| CN111005545A (en) * | 2019-12-31 | 2020-04-14 | 上海市机械施工集团有限公司 | Construction device and method for steel structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 |