CN205976431U - Tube -shape structures hydraulic pressure slipform promotes construction platform - Google Patents
Tube -shape structures hydraulic pressure slipform promotes construction platform Download PDFInfo
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- CN205976431U CN205976431U CN201620988380.9U CN201620988380U CN205976431U CN 205976431 U CN205976431 U CN 205976431U CN 201620988380 U CN201620988380 U CN 201620988380U CN 205976431 U CN205976431 U CN 205976431U
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Abstract
The utility model provides a tube -shape structures hydraulic pressure slipform promotes construction platform, includes construction platform and construction platform hoist mechanism, around the construction platform and center department is provided with security fence, construction platform comprises outer platform and inner platform. The utility model discloses construction platform sets up along tube -shape structures are inside and outside, its platform width only need satisfy the construction needs can, the equipment investment is less, construction platform light in weight is reliable and stable, no incident hidden danger in the construction. Owing to taked reliable control measure, tube -shape structures central line verticality deviation far is less than the deviation of standard regulation, and structures stack shell geometry is easily controlled, because the loading reduces, has also reduced the consumption of pole -climbing material among the slip form construction.
Description
Technical field
This utility model is related to technical field of buildings, and particularly a kind of hydraulic pressure lift of tubular structures construction usage is put down
Platform.
Background technology
In the construction of current tubular structures, it is usually sliding mode technology with relatively broad.This technology is along chimney steel
Reinforced concrete stack shell is constructed using the climbing shuttering device that runs derrick, and will operating board be suspended on interior derrick, along derrick
Move upwards and hang lifting.Run derrick and bear whole construction loadings of operating board, template adopts more piece template cycle installation to dismantle, by cylinder
Shape structures stack shell concrete pours section by section up.Sliding mode technology speed of application is fast, but invests larger, the disposable material such as pole-climbing
Consume big, operation platform is excessive, over-burden to also result in platform lifting, has potential safety hazard.
Utility model content
Technical problem to be solved in the utility model is to overcome the defect of prior art, provide a kind of convenient, peace of constructing
The high tubular structures hydraulic slip-form lifting construction platform of overall coefficient.
Solving the technical scheme that adopted of above-mentioned technical problem is：
A kind of tubular structures hydraulic slip-form lifting construction platform, including operation platform and operation platform hoisting mechanism, institute
State operation platform to arrange along inside and outside tubular structures, outside it, be provided with safe fence；Described operation platform is by outer platform and interior
Platform forms；On described outer platform, circumference is provided with more than three outer platform channel-section steel spacing holes, circumference setting on described inner platform
There is the inner platform channel-section steel spacing hole with quantity such as outer platform channel-section steel spacing holes；Described platform hoisting mechanism by hydraulic control panel and
Circumference is arranged at the hydraulic pressure lift fixing device composition between outer platform and inner platform；Described hydraulic pressure hydraulic pressure lift fixing device by
Jack and platform fixing device composition, described platform fixing device is by the outer platform being plugged in the spacing in the hole of outer platform channel-section steel
Channel-section steel, be plugged in the spacing in the hole of inner platform channel-section steel inner platform channel-section steel, respectively fixing with outer platform channel-section steel and inner platform channel-section steel even
The tilting fixing support of outer platform of the level connection joint channel-section steel, connection outer platform channel-section steel and outer platform that connect and connection inner platform channel-section steel
Fixing support tilting with the inner platform of inner platform forms；Described jack by jack base, push rod, be arranged at level connection joint groove
Jack hydraulic device composition, described push rod lower end and the jack bottom of the push rod fixed mount on steel and push rod fixed mount upper end
Seat is fixedly connected, and push rod upper end is plugged in push rod fixed mount, and jack hydraulic device passes through hydraulic tube and hydraulic control panel
The corresponding interface is connected.
Above-mentioned tubular structures hydraulic slip-form lifting construction platform, described push rod fixed mount is by upper mounted plate, bottom plate
And the vertical connecting connecting between upper mounted plate and bottom plate forms, fixed plate and bottom plate are provided with
Spacing hole for fixed mandril.
Above-mentioned tubular structures hydraulic slip-form lifting construction platform, described hydraulic tube passes through groove and the liquid of inner platform channel-section steel
The corresponding interface of pressure control station is connected.
Above-mentioned tubular structures hydraulic slip-form lifting construction platform, described level connection joint channel-section steel respectively with outer platform channel-section steel and
Inner platform channel-section steel welds.
Above-mentioned tubular structures hydraulic slip-form lifting construction platform, described outer platform channel-section steel spacing hole is 4.
Good effect of the present utility model is as follows：
Compared with Normal hydraulic slding form operation, this utility model operation platform is arranged along inside and outside tubular structures, its platform
Width only needs to meet construction needs, and equipment investment is less, and operation platform is lightweight, reliable and stable, no safe thing in construction
Therefore hidden danger.Due to taking reliable control measure, tubular structures central axis degree deviation is much smaller than the inclined of specification regulation
Difference, structures stack shell physical dimension is easily controllable, because loading reduces, decreases the consumption of pole-climbing material in slding form operation.
Brief description
Fig. 1 is this utility model structural representation；
Fig. 2 is the A portion mplifying structure schematic diagram of Fig. 1；
Fig. 3 is this utility model platform fixing device structural representation；
Fig. 4 is the B portion mplifying structure schematic diagram of Fig. 3.
The each label of in figure is expressed as：1. operation platform；1-1. outer platform；1-2. inner platform；2. operation platform lifting
Mechanism；2-1. outer platform channel-section steel；2-2. inner platform channel-section steel；2-3. level connection joint channel-section steel；2-4. jack hydraulic device；2-5. on
Fixed plate；2-6. bottom plate；2-7. vertical connecting；2-8. push rod；The tilting fixing support of 2-9. outer platform；2-10. hydraulic pressure
Pipe；The tilting fixing support of 2-11. inner platform.
Specific embodiment
As shown in accompanying drawing 1-4, this utility model includes operation platform 1 and operation platform hoisting mechanism 2, described operation platform
1 surrounding and center is provided with safe fence it is characterised in that described operation platform 1 is by outer platform 1-1 and inner platform 1-
2 compositions, on described outer platform 1-1, circumference is provided with more than three outer platform channel-section steel spacing holes, and on described inner platform 1-2, circumference sets
It is equipped with the inner platform channel-section steel spacing hole with quantity such as outer platform channel-section steel spacing holes, described platform hoisting mechanism 2 is by hydraulic control panel
And circumference is arranged at the hydraulic pressure lift fixing device composition between outer platform 1-1 and inner platform 1-2, described hydraulic pressure hydraulic pressure lift
Fixing device is made up of jack and platform fixing device, and described platform fixing device is by being plugged in outer platform channel-section steel spacing hole
Interior outer platform channel-section steel 2-1, be plugged in the spacing in the hole of inner platform channel-section steel inner platform channel-section steel 2-2, respectively with outer platform channel-section steel 2-1
The level connection joint channel-section steel 2-3 being fixedly connected with inner platform channel-section steel 2-2, the outer platform connecting outer platform channel-section steel 2-1 and outer platform 1-1
The tilting fixing tilting fixing support 2-11 composition of inner platform supporting 2-9 and connecting inner platform channel-section steel 2-2 and inner platform 1-2,
Described jack is by jack base 2-13, push rod 2-8, the push rod fixed mount being arranged on level connection joint channel-section steel 2-3 and top
The jack hydraulic device 2-4 composition of bar fixed mount upper end, described push rod 2-8 lower end is fixedly connected with jack base 2-12,
Push rod 2-8 upper end is plugged in push rod fixed mount, and jack hydraulic device 2-4 passes through the phase of hydraulic tube 2-10 and hydraulic control panel
Interface is answered to be connected.
Described push rod fixed mount by upper mounted plate 2-5, bottom plate 2-6 and connects upper mounted plate 2-5 and bottom plate
Vertical connecting 2-7 composition between 2-6, fixed plate 2-5 and bottom plate 2-6 is provided with for fixed mandril
Spacing hole.
Described hydraulic tube 2-10 passes through the groove of inner platform channel-section steel 2-2 to be connected with the corresponding interface of hydraulic control panel.
Described level connection joint channel-section steel 2-3 is welded with outer platform channel-section steel 2-1 and inner platform channel-section steel 2-2 respectively.
Described outer platform channel-section steel spacing hole is 4.
Model GYD-60 of described jack, model YKT-56 of described hydraulic control panel.
Claims (5)
1. a kind of tubular structures hydraulic slip-form lifting construction platform is it is characterised in that include operation platform (1) and operation platform
Hoisting mechanism (2), described operation platform (1) is arranged along inside and outside tubular structures, is provided with safe fence, its feature exists outside it
In described operation platform (1) is made up of outer platform (1-1) and inner platform (1-2)；The upper circumference setting of described outer platform (1-1)
There are more than three outer platform channel-section steel spacing holes, the upper circumference of described inner platform (1-2) is provided with and the numbers such as outer platform channel-section steel spacing hole
The inner platform channel-section steel spacing hole of amount；Described platform hoisting mechanism (2) is arranged at outer platform (1-1) by hydraulic control panel and circumference
Hydraulic pressure lift fixing device composition and inner platform (1-2) between, described hydraulic pressure hydraulic pressure lift fixing device by jack and
Platform fixing device form, described platform fixing device by be plugged in the spacing in the hole of outer platform channel-section steel outer platform channel-section steel (2-1),
Be plugged in the spacing in the hole of inner platform channel-section steel inner platform channel-section steel (2-2), respectively with outer platform channel-section steel (2-1) and inner platform channel-section steel
(2-2) outer platform of the level connection joint channel-section steel (2-3), connection outer platform channel-section steel (2-1) and outer platform (1-1) that are fixedly connected is tilting
Fixing tilting fixing support (2-11) group of inner platform supporting (2-9) and connecting inner platform channel-section steel (2-2) and inner platform (1-2)
Become；Described jack is fixed by jack base (2-13), push rod (2-8), the push rod being arranged on level connection joint channel-section steel (2-3)
Jack hydraulic device (2-4) composition, described push rod (2-8) lower end and the jack base of frame and push rod fixed mount upper end
(2-12) it is fixedly connected, push rod (2-8) upper end is plugged in push rod fixed mount, jack hydraulic device (2-4) passes through hydraulic tube
(2-10) it is connected with the corresponding interface of hydraulic control panel.
2. a kind of tubular structures hydraulic slip-form lifting construction platform according to claim 1 is it is characterised in that described top
Bar fixed mount by upper mounted plate (2-5), bottom plate (2-6) and connects between upper mounted plate (2-5) and bottom plate (2-6)
Vertical connecting (2-7) composition, fixed plate (2-5) and bottom plate (2-6) are provided with for fixed mandril
Spacing hole.
3. a kind of tubular structures hydraulic slip-form lifting construction platform according to claim 2 is it is characterised in that described liquid
Pressure pipe (2-10) passes through the groove of inner platform channel-section steel (2-2) to be connected with the corresponding interface of hydraulic control panel.
4. a kind of tubular structures hydraulic slip-form lifting construction platform according to claim 3 is it is characterised in that described water
Flushconnection channel-section steel (2-3) is welded with outer platform channel-section steel (2-1) and inner platform channel-section steel (2-2) respectively.
5. a kind of tubular structures hydraulic slip-form lifting construction platform according to claim 4 is it is characterised in that described outer
Platform channel-section steel spacing hole is 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620988380.9U CN205976431U (en) | 2016-08-30 | 2016-08-30 | Tube -shape structures hydraulic pressure slipform promotes construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620988380.9U CN205976431U (en) | 2016-08-30 | 2016-08-30 | Tube -shape structures hydraulic pressure slipform promotes construction platform |
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| Publication Number | Publication Date |
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| CN205976431U true CN205976431U (en) | 2017-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620988380.9U Active CN205976431U (en) | 2016-08-30 | 2016-08-30 | Tube -shape structures hydraulic pressure slipform promotes construction platform |
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| Country | Link |
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| CN (1) | CN205976431U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323371A (en) * | 2021-06-28 | 2021-08-31 | 苏雅拉图 | Hanging flower basket for construction |
-
2016
- 2016-08-30 CN CN201620988380.9U patent/CN205976431U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323371A (en) * | 2021-06-28 | 2021-08-31 | 苏雅拉图 | Hanging flower basket for construction |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |