CN106481060A - Operating platform for tower and hanging method - Google Patents
Operating platform for tower and hanging method Download PDFInfo
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- CN106481060A CN106481060A CN201610882074.1A CN201610882074A CN106481060A CN 106481060 A CN106481060 A CN 106481060A CN 201610882074 A CN201610882074 A CN 201610882074A CN 106481060 A CN106481060 A CN 106481060A
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- operating platform
- support arm
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- 238000000034 method Methods 0.000 title claims abstract description 22
- 230000000694 effects Effects 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 42
- 239000010959 steel Substances 0.000 claims description 42
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009434 installation Methods 0.000 description 8
- 239000011148 porous material Substances 0.000 description 5
- 238000009826 distribution Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 238000005253 cladding Methods 0.000 description 1
- 238000010586 diagram 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
- 230000003993 interaction Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F11/00—Lifting devices specially adapted for particular uses not otherwise provided for
- B66F11/04—Lifting devices specially adapted for particular uses not otherwise provided for for movable platforms or cabins, e.g. on vehicles, permitting workmen to place themselves in any desired position for carrying out required operations
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/246—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the inside contour of a building
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Abstract
The invention discloses a kind of operating platform for tower and hanging method.The described operating platform for tower includes：Flat board for people's activity and multiple support arm, multiple support arms are located at below flat board, and support arm is scalable with respect to flat board, and the inwall of tower is provided with multiple supports, and multiple support arms are respectively used to be overlapped on multiple supports.According to the present invention for the operating platform of tower and hanging method, operating platform structure is simple, convenient adjust, hanging method is simple, can effectively improve efficiency of construction.
Description
Technical field
The present invention relates to technical field of wind power generation, especially relate to a kind of operating platform for tower and lifting side
Method.
Background technology
In correlation technique, in the tower building course of wind-driven generator, single typically by lifting successively from lower to upper
Individual tower, is finally built into complete concrete tower.In existing assembling process, tower, in hoisting process, needs in tower
Inside tower is carried out install, the operation such as be in the milk, safeguard, this is accomplished by an operation that can install inside tower and puts down
Platform.
Content of the invention
It is contemplated that at least solving one of technical problem in correlation technique to a certain extent.For this reason, the present invention carries
Go out a kind of operating platform for tower of convenient operation.
The invention allows for a kind of hanging method of above-mentioned operating platform.
The operating platform for tower of embodiment includes according to a first aspect of the present invention：Flat board and multiple for people's activity
Support arm, the plurality of support arm is located at below described flat board, and described support arm is scalable with respect to described flat board, described tower
Inwall be provided with multiple supports, the plurality of support arm is respectively used to be overlapped on the plurality of support.
Operating platform for tower according to embodiments of the present invention, by setting flat board and multiple support on platform
Arm, and support arm opposing plates are scalable, the not only work high above the ground of convenient construction personnel, can meet different size tower simultaneously
Overlap joint, thus save production cost.
In some preferred embodiments, the first end of each described support arm is located at the center position of described flat board, and
Second end of each described support arm extends in a radial direction, and multiple described support arms radially distribute at described flat board bottom
Portion.
In some preferred embodiments, each described support arm includes：Outer channel-section steel, described outer channel-section steel is provided with multiple outer fixed
Position hole, interior channel-section steel, described interior channel-section steel is slidably disposed in described outer channel-section steel, and described interior channel-section steel is provided with multiple interior location holes；
Keeper, described keeper is used for passing through one of described outside fix hole and one of described interior location hole so that described interior
Channel-section steel is positioned with described outer channel-section steel.
In some preferred embodiments, described support includes：Connecting plate, described connecting plate is fixed on the inwall of described tower
On；Gripper shoe, described gripper shoe is connected and horizontally extending with described connecting plate, and described support arm is overlapped on described support
On plate.
Further, described support also includes：Reinforcing plate, the vertical both sides of described reinforcing plate respectively with described connecting plate
It is connected with described gripper shoe, described reinforcing plate is two and is oppositely arranged.
In some preferred embodiments, the periphery of described flat board is provided with enclosing.
In some preferred embodiments, described flat board is provided with avoidance groove, and described avoidance groove is by the side of described flat board
Edge inwardly concaves.
The hanging method of the operating platform for tower according to the second aspect of the invention, comprises the steps：
S10, using crane, described operating platform is sling；
S20, described operating platform is moved to the top of described tower and discharge downwards；
S30, the multiple described support arm of described operating platform is corresponded to respectively the plurality of support will be flat for described operation
Platform is overlapped on the plurality of support.
Described tower includes multiple and is sequentially stacked along the vertical direction, also includes after step S30：
S40, other tower are lifted to the described tower be provided with described operating platform and adjacent tower is entered
Row positioning；
S50, using lift described tower crane the operating platform in the described tower of lower section is lifted；
S60, the support arm of described operating platform is foreshortened to after predetermined length, it is overlapped on described tower above
On the support of cylinder.
Described tower includes multiple and is sequentially stacked along the vertical direction, also includes after step S30：
S70, the described tower being provided with described operating platform is lifted to above the tower being installed in place and will be adjacent
Tower positioned.
By using the hanging method of the operating platform for tower according to embodiments of the present invention, easy and simple to handle, thus
Efficiency of construction can be improved, reduce production cost.
The additional aspect of the present invention and advantage will be set forth in part in the description, and partly will become from the following description
Obtain substantially, or recognized by the practice of the present invention.
Brief description
The above-mentioned and/or additional aspect of the present invention and advantage will become from reference to the description to embodiment for the accompanying drawings below
Substantially and easy to understand, wherein：
Fig. 1 is the structural representation of the operating platform for tower according to embodiments of the present invention；
Fig. 2 is the structural representation of support arm and support assorted in Fig. 1；
Fig. 3 is the structural representation of Fig. 1 medium-height trestle；
Fig. 4 is the structural representation of tower in Fig. 1；
Fig. 5 is the fixing schematic diagram of support according to embodiments of the present invention and tower；
Fig. 6 is the flow chart of the hanging method of the operating platform for tower according to embodiments of the present invention.
Reference：
Operating platform 100, flat board 1, support arm 2, outer channel-section steel 21, outside fix hole 211, interior channel-section steel 22, interior location hole 221,
Support 3, connecting plate 31, location and installation hole 311, gripper shoe 32, reinforcing plate 33, enclosing 4, avoid groove 5, tower 6, prestress hole
Road 61, sleeve built-in fitting 62, bolt 7.
Specific embodiment
Embodiments of the invention are described below in detail, the example of described embodiment is shown in the drawings, wherein from start to finish
The element that same or similar label represents same or similar element or has same or like function.Below with reference to attached
The embodiment of figure description is exemplary, is only used for explaining the present invention, and is not considered as limiting the invention.
In describing the invention it is to be understood that term " " center ", " length ", " width ", " thickness ", " on ",
The orientation of instruction or the position such as D score, "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outward "
Relation is based on orientation shown in the drawings or position relationship, is for only for ease of the description present invention and simplifies description, rather than refers to
Show or imply the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not manage
Solve as limitation of the present invention.
Additionally, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or hint relative importance
Or the implicit quantity indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include one or more this feature.In describing the invention, " multiple " are meant that two or more,
Unless otherwise expressly limited specifically.
In describing the invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or is integrally connected；Can
To be to be mechanically connected or electrical connection；Can be to be joined directly together it is also possible to be indirectly connected to by intermediary, Ke Yishi
The connection of two element internals or the interaction relationship of two elements.For the ordinary skill in the art, permissible
Understand above-mentioned term concrete meaning in the present invention as the case may be.
The operating platform for tower of embodiment according to a first aspect of the present invention is described with reference to Fig. 1-Fig. 4 first below
100.As shown in Figure 1-Figure 3, the operating platform 100 for tower according to embodiments of the present invention, including：Flat board for people's activity
1 and multiple support arm 2.
For the flat board 1 of people's activity, as shown in figure 1, flat board 1 is in substantial circular, in concrete tower construction period, constructor
Member can stand in and carry out related operation on flat board 1, easy to operate, can meet the coordinating operation of multiple workmens, thus carrying simultaneously
High efficiency of construction.
Multiple support arms 2 are located at below flat board 1, support arm 2 scalable with respect to flat board 1 it is preferable that the inwall of tower 6
It is provided with multiple supports 3, multiple support arms 2 are respectively used to correspondence and are overlapped on to keep flat board 1 to consolidate on multiple supports 3, thus protecting
The safety of card workmen.
Operating platform 100 for tower according to embodiments of the present invention, is lived for people by setting on operating platform 100
Dynamic flat board 1 and multiple support arm 2, convenient construction personal security can quickly complete related operation, multiple support arms 2 can simultaneously
Opposing plates 1 stretch, thus installation in different size tower 6 for the operating platform 100 can be met, highly versatile, reduces and produces
Cost.
In certain embodiments, the first end of each support arm 2 is located at the center position of flat board 1, and each support arm 2
First end gather in the center of flat board 1, the second end of each support arm 2 extends in a radial direction, and puts taking operating platform 100
When in tower 6, correspondence is supported on multiple supports 3 of tower 6 inner side it is preferable that many respectively for the second end of each support arm 2
Individual support arm 2 radially distributes in flat board 1 bottom, and thus the support to flat board 1 is steady, and the stress of each support arm 2 is equal
Even.
Further, each support arm 2 includes：Outer channel-section steel 21 and interior channel-section steel 22.Specifically, as shown in Fig. 2 outer channel-section steel 21
There is square-section, two end faces of outward opening channel-section steel 21 open wide, and outer channel-section steel 21 extends to edge from the center of flat board 1,
And outside fix hole 211 can be provided with outer channel-section steel 21, outside fix hole 211 can be multiple, and multiple outside fix holes 211 are along outer channel-section steel
21 roof is spaced apart, and the centrage distribution substantially along roof.
Similarly, interior channel-section steel 22 also has square-section, and two end faces of the inside channel-section steel of opening 22 open wide, and interior channel-section steel 22
Sectional area be less than the sectional area of outer channel-section steel 21, so that interior channel-section steel 22 is slidably disposed in outer channel-section steel 21, and interior channel-section steel 22
Outer end stretch out the edge of flat board 1, to facilitate on the support 3 being overlapped on tower 6 inner side it is preferable that can set on interior channel-section steel 22
There is interior location hole 221, interior location hole 221 can be multiple, and multiple interior location holes 221 are spaced apart along the roof of interior channel-section steel 22,
And the centrage distribution substantially along roof, advantageously, outside fix hole 211 on outer channel-section steel 21 can with interior channel-section steel 22 on interior positioning
Hole 221 synchronous processing, thus easy to operate, save man-hour.
Preferably, support arm 2 can be provided with keeper, keeper be used for passing through one of outside fix hole 211 and its
In an interior location hole 221 so that interior channel-section steel 22 is positioned with outer channel-section steel 21, alternatively, keeper can be multiple, multiple
Keeper can be each passed through the one of location hole on the one of location hole and interior channel-section steel 22 on outer channel-section steel 21, so that
Outer channel-section steel 21 is connected firmly with interior channel-section steel 22, the bending-buckling preventing load on platform excessive and causing support arm 2.
In some preferred embodiments, as shown in figure 3, support 3 includes：Connecting plate 31, gripper shoe 32 and reinforcing plate 33,
Wherein connecting plate 31 is fixed on the inwall of tower 6, specifically, as shown in figure 4, connecting plate 31 can be rectangular slab, and connects
Location and installation hole 311 can be provided with plate 31, location and installation hole 311 can be multiple, and multiple location and installation holes 311 are spaced apart
In the central region of connecting plate 31, and transversely linear distribution, location and installation hole 311 is adapted to pass through bolt 7 and is fixed on support 3
It is preferable that can be previously provided with sleeve built-in fitting 62 in tower 6 on the medial surface of tower 6, sleeve built-in fitting 62 is in substantially pipe
Shape, and opening, towards the central open of tower 6, may pass through the location and installation hole 311 on connecting plate 31 by this bolt 7 and continues depth
Enter in sleeve built-in fitting 62, so that stable connection in tower 6 for the support 3.
Gripper shoe 32 is connected and horizontally extending with connecting plate 31, and support arm 2 is overlapped in gripper shoe 32, such as Fig. 3
Shown, gripper shoe 32 can also be rectangular slab, and gripper shoe 32 extends from the bottom of connecting plate 31 along the inner side of tower 6, and vertically
Connecting plate 31 is arranged, and when operating platform 100 is lifted in tower 6, the second end of support arm 2 is overlapped in gripper shoe 32, with
Realize the supporting role to flat board 1.
As shown in figure 3, reinforcing plate 33 can be triangular plate, and the vertical both sides of reinforcing plate 33 respectively with connecting plate 31
It is connected with gripper shoe 32, the two ends of the hypotenuse of reinforcing plate 33 bear against the position close to outer end on connecting plate 31 and gripper shoe 32
Put it is preferable that reinforcing plate 33 is two and is oppositely arranged, that is, two reinforcing plates 33 are respectively positioned at the both sides of connecting plate 31, setting
Reinforcing plate 33 can be effectively increased the intensity of support 3, thus improving the enabling capabilities to operating platform 100 for the support 3.
Preferably, the periphery of flat board 1 can be provided with enclosing 4, and enclosing 4 upwardly extends along the periphery edge of flat board 1, enclosing 4
Can be the integrative-structure being formed by metal sealing of tube, enclosing 4 cladding flat board 1 is arranged, and thus can play and workmen is protected
Effect.
Advantageously, flat board 1 is also provided with avoid groove 5, avoids groove 5 and inwardly concaved by the edge of flat board 1, avoid
Groove 5 is used for supporting staircase, climbs up platform 100 with convenient construction personnel by staircase and carries out related operation, for example, takes off and hang
Ring, turn on lowering or hoisting gear etc. operation.
In some preferred embodiments, tower 6 can be made up of concrete, as shown in figure 4, tower 6 is annular, tower
6 wall be provided with the height running through wall prestressed pore passage 61 it is preferable that prestressed pore passage 61 could be arranged to multigroup, and often
Group can include multiple, when lifting tower 6, can first insertion lifting in one of prestressed pore passage 61 in each group
Ring, the so convenient suspension hook cooperation by crane is on hoisting ring tower 6 to be sling it is preferable that hoisting ring should be in tower 6
It is uniformly distributed, thereby guarantee that crane is steady to the lifting of tower 6.
In some preferred embodiments, when realizing the docking between adjacent tower 6, workmen can be first in operating platform
On 100, hoisting ring is taken out, discharge crane, then wear location guide in the prestressed pore passage 61 of lower end tower 6, so exist
When next tower 6 is lifted in this tower 6, location guide can penetrate in the prestressed pore passage 61 of two tower 6, realizes phase
Positioning between adjacent tower 6.
In certain embodiments, tower 6 can be assembled by multiple arcs tower piece, and alternatively, tower 6 can be by two
Semicircular arc tower piece docking is formed, and certainly, tower 6 can also be spelled by the arc tower piece of several structures and size all same
Connect and form, for example, can be three, four etc..
Further, the tower 6 being connected with basis can only include one layer of tower component, and tower component is by above-mentioned multiple arcs
Shape tower piece is spliced, and in other embodiments of the present invention, can also include at least two tower stacking from bottom to top
Component, simultaneously multiple tower 6 can be divided into two groups, underlying multiple tower 6 are referred to as first group of tower assembly, are located at
Multiple tower 6 above first group of tower assembly are referred to as second group of tower assembly, each in wherein first group tower assembly
Tower 6 all can be spliced to form by multiple arcs tower piece, and each tower 6 in second group of tower assembly can be formed as one
Loop configuration, due to concrete towers cartridge module in the height direction be located at bottom tower 6 need larger radial dimension, because
This transports for convenience and each tower 6 in the first of bottom group tower assembly can be carried out segmentation transport, thus meeting fortune
Defeated requirement.And because the radial dimension of concrete towers cartridge module superposed tower 6 in the height direction greatly reduces, thus
In order to improve packaging efficiency and the structural strength of tower 6, such that it is able to make each tower 6 in second group of tower assembly be formed as
Integrally formed annular, is conducive to improving job schedule and efficiency.
Below with reference to Fig. 5-Fig. 6 description according to a second aspect of the present invention embodiment to the above-mentioned operating platform for tower
100 hanging method.As shown in Fig. 5-Fig. 6, hanging method may include steps of：
S10：Using crane, operating platform 100 is sling.
When lifting operating platform 100, first with many hoist cables on crane, the flat board 1 of operating platform 100 can be in
Vertical and horizontal interlock and fix, then suspension hook are hooked in the center of many hoist cables, thus convenient lifting operating platform 100.
S20：Operating platform 100 is moved to the top of tower 6 and discharges downwards.
During release operating platform 100, should be as steady as possible, and the length of support arm 2 should be less than the interior of tower 6
Footpath, thus can avoid during release operating platform 100, support arm 2 causes to tower 6 inwall to damage.
S30：Multiple support arms 2 of operating platform 100 are corresponded to respectively multiple supports 3 and operating platform 100 is overlapped on
On multiple supports 3.
S40：Other tower 6 are lifted to the tower 6 be provided with operating platform 100 and adjacent tower 6 is carried out
Positioning.
S50：Operating platform 100 in the tower 6 of lower section is lifted by the crane using lifting tower 6.
Preferably, operating platform 100 can include temporary operating platform and permanent operation platform, for specific tower
Section, temporary operating platform can use as permanent operation platform, stays in tower 6, to facilitate follow-up operation.
S60：The support arm 2 of described operating platform 100 is foreshortened to and after predetermined length, is overlapped on institute above
State on the support 3 of tower 6.
Preferably, in the process of construction of pylon, tower 6 can include multiple and be sequentially stacked along the vertical direction, and on
The diameter of portion's tower 6 is less than the diameter of adjacent lower tower 6, during lifting operating platform 100, needs support arm 2
Foreshorten to the length being adapted to fit in top tower 6.
S70：The tower 6 being provided with operating platform 100 is lifted to tower 6 top being installed in place and by adjacent tower
Cylinder 6 is positioned.
Now, hoist cable can be tied up on the hoisting ring in tower 6, then hook hoist cable with suspension hook, advantageously, hoist cable is longer,
Lifting is more laborsaving, but stationarity declines, and technical staff can be according to the length of actual selection hoist cable.
Hanging method provided in an embodiment of the present invention, easy and simple to handle.When building, workmen can be first with crane
Operating platform 100 is sling；Again operating platform 100 is moved to the top of tower 6 and discharge downwards；Then by operating platform
100 multiple support arms 2 correspond to multiple supports 3 respectively and operating platform 100 are overlapped on multiple supports 3；Again by others
Tower 6 lifts to the tower 6 be provided with operating platform 100 and is positioned adjacent tower 6；Using lifting tower 6
Operating platform 100 in the tower 6 of lower section is lifted by crane；Then the support arm 2 of described operating platform 100 is shortened
It is overlapped on to predetermined length on the support 3 of described tower 6 above；Finally operating platform 100 is just installed
Tower 6 lift to tower 6 top being installed in place and adjacent tower 6 positioned, thus constantly repeat above-mentioned
Operation, realizes the lifting of operating platform 100 and the overlap joint of adjacent tower 6.
To sum up, the operating platform 100 for tower according to embodiments of the present invention and hanging method, by setting on platform
Horizontalization plate 1 and multiple support arm 2, and support arm 2 opposing plates 1 are scalable, the not only work high above the ground of convenient construction personnel, simultaneously
The overlap joint of different size tower 6 can be met, easy and simple to handle, thus efficiency of construction can be improved, reduce production cost.
Of course, it should be understood that in real work, not having strict order between above-mentioned steps S50 to S70 will
Ask that is to say, that step S10 to S40 can be on the premise of ensureing that operation is complete and can reaching final lifting purpose, can
To carry out in any order, for example, can first the tower 6 being not mounted to position be lifted to above the tower 6 being installed in place
And after positioning, then operating platform 100 is promoted to top tower 6, to carry out subsequent handling.
In the description of this specification, reference term " embodiment ", " some embodiments ", " illustrative examples ",
The description of " example ", " specific example " or " some examples " etc. means specific features, the knot describing with reference to this embodiment or example
Structure, material or feature are contained at least one embodiment or the example of the present invention.In this manual, to above-mentioned term
Schematic representation is not necessarily referring to identical embodiment or example.And, the specific features of description, structure, material or spy
Point can combine in any one or more embodiments or example in an appropriate manner.
Although an embodiment of the present invention has been shown and described, it will be understood by those skilled in the art that：Not
Multiple changes, modification, replacement and modification can be carried out to these embodiments in the case of the principle of the disengaging present invention and objective, this
The scope of invention is limited by claim and its equivalent.
Claims (10)
1. a kind of operating platform for tower is it is characterised in that include：
Flat board for people's activity；
Multiple support arms, the plurality of support arm is located at below described flat board, and described support arm is scalable with respect to described flat board,
The inwall of described tower is provided with multiple supports, and the plurality of support arm is respectively used to be overlapped on the plurality of support.
2. the operating platform for tower according to claim 1 is it is characterised in that the first end of each described support arm
Positioned at the center position of described flat board, and the second end of each described support arm extends in a radial direction, multiple described supports
Arm radially distributes in described flat plate bottom.
3. the operating platform for tower according to claim 1 is it is characterised in that each described support arm includes：
Outer channel-section steel, described outer channel-section steel is provided with multiple outside fix holes；
Interior channel-section steel, described interior channel-section steel is slidably disposed in described outer channel-section steel, and described interior channel-section steel is provided with multiple interior location holes；
Keeper, described keeper is used for passing through one of described outside fix hole and one of described interior location hole so that institute
State interior channel-section steel to be positioned with described outer channel-section steel.
4. the operating platform for tower according to claim 1 is it is characterised in that described support includes：
Connecting plate, described connecting plate is fixed on the inwall of described tower；
Gripper shoe, described gripper shoe is connected and horizontally extending with described connecting plate, and described support arm is overlapped on described
On fagging.
5. the operating platform for tower according to claim 4 is it is characterised in that described support also includes：Reinforcing plate,
The vertical both sides of described reinforcing plate are connected with described connecting plate and described gripper shoe respectively, and described reinforcing plate is two and relatively
Setting.
6. the operating platform for tower according to claim 1 is it is characterised in that the periphery of described flat board is provided with and encloses
Gear.
7. the operating platform for tower according to claim 1 it is characterised in that described flat board be provided with avoidance recessed
Groove, described avoidance groove is inwardly concaved by the edge of described flat board.
8. a kind of hanging method of the operating platform for tower according to any one of claim 1-7, its feature exists
In comprising the steps：
S10, using crane, described operating platform is sling；
S20, described operating platform is moved to the top of described tower and discharge downwards；
S30, the multiple described support arm of described operating platform is corresponded to respectively the plurality of support and described operating platform is taken
It is connected on the plurality of support.
9. hanging method according to claim 8 it is characterised in that described tower include multiple and along the vertical direction successively
Stacked, also include after step S30：
S40, other tower are lifted to the described tower be provided with described operating platform and adjacent tower is carried out fixed
Position；
S50, using lift described tower crane the operating platform in the described tower of lower section is lifted；
S60, the support arm of described operating platform is foreshortened to after predetermined length, it is overlapped on described tower above
On support.
10. hanging method according to claim 8 it is characterised in that described tower include multiple and along the vertical direction according to
Secondary stacked, also include after step S30：
S70, the described tower being provided with described operating platform is lifted to above the tower being installed in place and by adjacent tower
Cylinder is positioned.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610882074.1A CN106481060B (en) | 2016-10-08 | 2016-10-08 | Operating platform and hanging method for tower |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610882074.1A CN106481060B (en) | 2016-10-08 | 2016-10-08 | Operating platform and hanging method for tower |
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| CN106481060B CN106481060B (en) | 2019-05-07 |
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| CN108222484A (en) * | 2017-12-27 | 2018-06-29 | 三重能有限公司 | Tower constructing device and its from elevating method |
| CN109015480A (en) * | 2018-07-16 | 2018-12-18 | 中国核工业二三建设有限公司 | CV Barrel hoisting rope assembles and disassembles auxiliary device |
| CN110203858A (en) * | 2019-06-24 | 2019-09-06 | 山东电力建设第三工程有限公司 | Extendible dynamic formula job platform in heat absorption tower |
| CN111425356A (en) * | 2020-03-31 | 2020-07-17 | 青岛嘉恒新能源设备有限公司 | Splicing device for tower cylinders of wind driven generators |
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| CN113882647A (en) * | 2021-10-18 | 2022-01-04 | 中国建筑第八工程局有限公司 | Autonomous climbing operation platform and construction method thereof |
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| CN110203858A (en) * | 2019-06-24 | 2019-09-06 | 山东电力建设第三工程有限公司 | Extendible dynamic formula job platform in heat absorption tower |
| CN111425356A (en) * | 2020-03-31 | 2020-07-17 | 青岛嘉恒新能源设备有限公司 | Splicing device for tower cylinders of wind driven generators |
| CN111997432A (en) * | 2020-07-29 | 2020-11-27 | 上海市机电设计研究院有限公司 | Construction platform lifting device and method for precast concrete tower barrel |
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| CN112814354A (en) * | 2021-01-06 | 2021-05-18 | 中国化学工程第十一建设有限公司 | Temporary tower section operation platform and construction method |
| CN112855454A (en) * | 2021-01-18 | 2021-05-28 | 上海电气风电集团股份有限公司 | Tower drum component, assembling method of tower drum component and tower drum |
| CN113882647A (en) * | 2021-10-18 | 2022-01-04 | 中国建筑第八工程局有限公司 | Autonomous climbing operation platform and construction method thereof |
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