CN207526085U - A kind of attachment type raise scaffold structure - Google Patents
A kind of attachment type raise scaffold structure Download PDFInfo
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- CN207526085U CN207526085U CN201721313500.6U CN201721313500U CN207526085U CN 207526085 U CN207526085 U CN 207526085U CN 201721313500 U CN201721313500 U CN 201721313500U CN 207526085 U CN207526085 U CN 207526085U
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- space truss
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- collet
- truss structure
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 18
- 238000009434 installation Methods 0.000 abstract description 13
- 238000000034 method Methods 0.000 abstract description 5
- 230000008569 process Effects 0.000 abstract description 5
- 230000002159 abnormal effect Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 10
- 239000000203 mixture Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of attachment type raise scaffold structure, including frame structure, space truss structure collet and rail assembly, the bottom fixed space truss structure collet of frame structure, the bottom of rail assembly is connect by sliding sleeve with space truss structure collet, the top of rail assembly is connect by triangle support component with frame structure, and rail assembly can slide in one direction between space truss structure collet and frame structure.The utility model simplifies structure, facilitates installation, reduces since installation deviation causes plus the abnormal friction in lifting process.
Description
Technical field
The utility model is related to a kind of attachment type raise scaffold structures.
Background technology
Attachment type raise scaffold is the new type scaffold technology that beginning of this century fast development is got up, to construction technology progress
With great influence.High-rise working is become lower operation by it, and hanging operation is become frame body inside processing, is had significant low
Carbon, high-tech content and it is more economical, safer, more convenient the features such as.
Attached lifting scaffold refers to set up certain altitude and be attached in engineering structure, by the lifting device of itself and
Device successively can climb or decline with engineering structure, have the external scaffolding of overturn-preventing, falling proof device；Adhering lifting foot hand
Frame is mainly filled by attached lifting scaffold frame structure, attachment support, anti-tilt device, falling proof device, elevating mechanism and control
The compositions such as put.
In the prior art, the structure of attached lifting scaffold has very much, is primarily present：Complicated, installation is inconvenient, rises
Drop process is because frictional force is big caused by installation deviation the defects of.
In view of this, the present inventor adhere to the relevant industries for many years it is it is abundant design and develop and actual fabrication experience, for
Existing missing is studied improvement, provides a kind of attachment type raise scaffold structure, thus this case generates.
Utility model content
The main purpose of the utility model is that a kind of attachment type raise scaffold structure is provided, it is convenient to simplify structure
Installation is reduced since installation deviation causes plus the abnormal friction in lifting process.
In order to achieve the above objectives, the solution of the utility model is：
A kind of attachment type raise scaffold structure, including frame structure, space truss structure collet and rail assembly, frame body
The middle part fixed slip bar of structure, can install triangle support component in a sliding manner on slide bar, the bottom of frame structure is fixed empty
Between truss structure collet, sliding sleeve with can in a sliding manner be mounted on space truss structure collet on, the bottom of rail assembly leads to
It crosses sliding sleeve to connect with space truss structure collet, the top of rail assembly is connect by triangle support component with frame structure, track
Component can slide in one direction between space truss structure collet and frame structure.
The frame structure includes upright bar, horizon bar, cross bar, hound and adapter assembly, and adapter assembly has cubic base
Seat, pedestal have hollow cavity, socket are formed on four faces up and down of pedestal, it is hollow that socket bottom opens up bolt hole perforation
Chamber, upright bar and horizon bar are plugged in socket, and bolt passes through bolt hole and upright bar and the end of horizon bar from the hollow cavity of pedestal
Nut connects, and fixes upright bar and horizon bar, opens up the jack and bolt of perforation hollow cavity on former and later two faces of pedestal respectively
Hole, cross bar are plugged in jack, and bolt passing through bolt hole stretches into hollow cavity and the end nut of cross bar connects, and fixes cross bar,
Fin is formed between adjacent socket, connecting hole is opened up on fin, hound coordinates by pivot and connecting hole and is connected to the wing
On piece.
The end of the upright bar, horizon bar and cross bar is fixed with nut, and the end of hound forms U-shaped fork-join head, fin
It is clipped in fork-join head, the connecting hole that pivoted hole is opened up on fork-join head with fin is corresponding, and pivoted hole is interspersed in connecting by pivot
Kong Zhong makes hound be connected on fin.
The triangle support component includes the rear upper end of cross tube, lower brace and preceding intermediate plate, the rear end of cross tube and lower brace
It is fixed together and to be slidably mounted on slide bar below, the upper end of the front end of cross tube and preceding intermediate plate is fixed together
And to be slidably mounted on the slide bar of front, the preceding lower end of the lower end of preceding intermediate plate and lower brace is fixed together, front and rear cunning
The both ends of bar all have to be fixed on the connection sheet on frame structure, the montant of trapped orbit component in preceding intermediate plate.
The space truss structure collet includes straightway and track linkage section, according to seat in the plane width by 1-3 straightway
Docking, corresponding seat in the plane width are fixedly connected with track linkage section between two neighboring straightway, are installed down on track linkage section
Two groups of sliding sleeves, every group of sliding sleeve have two or more, install clip slot on every group of sliding sleeve, the montant of trapped orbit component in clip slot.
The space truss structure collet includes positive corner assembly, positive corner assembly by interior small angle tower bar, outer big corner bar,
Waling stripe and lower support bar group composition, waling stripe, which is connected between interior small angle tower bar and outer big corner bar, forms confession and frame body
The horizontal plane that structure is fixedly connected, lower support bar group are fixedly connected with the lower section in interior small angle tower bar and outer big corner bar, positive corner
The positive corner that component corresponds to building is connected between two straightways, and space truss structure collet is made to have positive corner.
The space truss structure collet includes cloudy corner assembly, cloudy corner assembly by interior big corner bar, outer small angle tower bar,
Waling stripe and lower support bar group composition, waling stripe, which is connected between interior big corner bar and outer small angle tower bar, forms confession and frame body
The horizontal plane that structure is fixedly connected, lower support bar group are fixedly connected with the lower section in interior big corner bar and outer small angle tower bar, cloudy corner
The cloudy corner that component corresponds to building is connected between two straightways, and space truss structure collet is made to have cloudy corner.
The section of the space truss structure collet can be triangle either quadrangle or other polygonized structures.
After using the above scheme, the utility model structure simplifies, and facilitates installation, space truss structure collet is fixed on frame
The bottom of body structure does not influence passability and the operating space of frame structure bottom, moreover, rail assembly passes through sliding sleeve and triangle
Support component be mounted on space truss structure collet and frame portions it, in frame body lifting process, rail assembly can carry out from
The slip that I is adjusted is advantageously reduced because of installation deviation（Out of plumb）And the abnormal friction power generated.
Description of the drawings
Fig. 1 is the stereoscopic schematic diagram of the utility model；
Fig. 2 is another angle stereoscopic schematic diagram of the utility model；
Fig. 2A is the partial enlarged view of Fig. 2；
Fig. 3 is the front view of the utility model；
Fig. 4 is the stereoscopic schematic diagram of the utility model space truss structure collet；
Fig. 5 is the vertical view of the utility model space truss structure collet；
Fig. 6 is the front view of the utility model space truss structure collet；
Fig. 7 is the straightway stereoscopic schematic diagram of the utility model space truss structure collet；
Fig. 8 is the positive corner assembly stereoscopic schematic diagram of the utility model space truss structure collet；
Fig. 9 is the cloudy corner assembly stereoscopic schematic diagram of the utility model space truss structure collet；
Figure 10 is the track linkage section stereoscopic schematic diagram of the utility model space truss structure collet；
Figure 11 is the adapter assembly stereoscopic schematic diagram of the utility model frame structure；
Figure 12 is the adapter assembly sectional view of the utility model frame structure；
Figure 13 is that the adapter assembly of the utility model frame structure connects each bar schematic diagram；
Figure 14 is that the adapter assembly of the utility model frame structure connects each bar sectional view；
Figure 15 is the rod piece sectional view of the utility model frame structure；
Figure 16 is the triangle support component stereoscopic schematic diagram of the utility model frame structure.
Label declaration
Frame structure 100：
Triangle support component 10, cross tube 101, lower brace 102, preceding intermediate plate 103, slide bar 104, connection sheet 105, upright bar 11,
Horizon bar 12, cross bar 13, hound 14, fork-join head 141, pivoted hole 142, adapter assembly 15, pedestal 151, socket 152, bolt
Hole 153, jack 154, bolt hole 155, fin 156, connecting hole 157, bolt 16, nut 17, gasket 18；
Space truss structure collet 200：
Straightway 21, track linkage section 22, sliding sleeve 221, clip slot 222, positive corner assembly 23, interior small angle tower bar 231 are outer big
Angle pole 232, waling stripe 233, lower support bar group 234, cloudy corner assembly 24, interior big corner bar 241, outer small angle tower bar 242,
Waling stripe 243, lower support bar group 244；
Rail assembly 300；
Walkway board 400；
Mesh sheet 500.
Specific embodiment
It please refers to Fig.1 to shown in Figure 16, the utility model discloses a kind of attachment type raise scaffold structure, including frame body
Structure 100, space truss structure collet 200 and rail assembly 300, the middle part fixed slip bar 104 of frame structure 100, slide bar 104
On can install triangle support component 10 in a sliding manner, the bottom fixed space truss structure collet 200 of frame structure 100,
For sliding sleeve 221 that can be mounted on space truss structure collet 200 in a sliding manner, the bottom of rail assembly 300 passes through sliding sleeve
221 connect with space truss structure collet 200, and the top of rail assembly 300 is connected by triangle support component 10 and frame structure 100
It connects, rail assembly 300 can slide in one direction between space truss structure collet 200 and frame structure 100.In this way,
The utility model structure simplifies, and facilitates installation, does not influence passability and the operating space of 100 bottom of frame structure, this practicality is new
After type installation, walkway board 400 can be installed on the horizontal plane of frame structure 100 and space truss structure collet 200（In figure only
Schematically draw two pieces）, it is conveniently operated worker and walks about, mesh sheet 500 is installed in the lateral surface of frame structure 100（Only show in figure
It draws to meaning property a piece of）, to protect operator, moreover, in frame body lifting process, rail assembly 300 can pass through slip
The out of plumb of installation is corrected, abnormal friction power is reduced and generates, improve safety.
Wherein, coordinate shown in Figure 11 to Figure 16, frame structure 100 can specifically include upright bar 11, horizon bar 12, cross bar
13rd, hound 14 and adapter assembly 15, adapter assembly 15 have cubic pedestal 151, and pedestal 151 has hollow cavity, pedestal 151
Socket 152 is formed on four faces up and down, 152 bottom of socket opens up bolt hole 153 and penetrates through hollow cavity, upright bar 11 and horizon bar
12 are plugged in socket 152, and bolt 16 passes through bolt hole 153 and upright bar 11 and the end of horizon bar 12 from the hollow cavity of pedestal 151
Portion's nut 17 connects, and upright bar 11 and horizon bar 12 is made to be fixed on pedestal 151, is opened up respectively on former and later two faces of pedestal 151
The perforation jack 154 of hollow cavity and bolt hole 155, cross bar 13 are plugged in jack 154, and bolt 16 is stretched into across bolt hole 155
Hollow cavity is connect with the end nut 17 of cross bar 13, and cross bar 17 is made to be fixed on pedestal 151, is formed between adjacent socket 152
Fin 156 opens up connecting hole 157 on fin 156, and hound 14 is by pivot（Non- label in figure）Coordinate with connecting hole 157 and
It is connected on fin 156.
Each rod piece of the utility model（Upright bar 11, horizon bar 12 and cross bar 13）Specification be outer diameter 48mm, wall thickness 3-
The steel pipe of 3.5mm.Nut 17 is fixed with by gasket 18 in the end of the upright bar 11, horizon bar 12 and cross bar 13, can be borrowed
Electronic angular spanner is helped to realize upright bar 11, horizon bar 12 and cross bar 13 in the electric locking on pedestal 151, it is easy for installation, tiltedly
The end of strut 14 forms U-shaped fork-join head 141, and fin 156 is clipped in fork-join head 141, and pivoted hole 142 is opened up on fork-join head 141
It is corresponding with the connecting hole 157 of fin 156, by pivot（Non- label in figure）Pivoted hole 142 is interspersed in in connecting hole 167, making
Hound 14 is connected on fin 156.
The triangle support component 10 include cross tube 101, lower brace 102 and preceding intermediate plate 103, the rear end of cross tube 101 and
The rear upper end of lower brace 102 is fixed together, and to be slidably mounted on slide bar 104 below, the front end of cross tube 101
It is fixed together with the upper end of preceding intermediate plate 103, and to be slidably mounted on the slide bar 104 of front, the lower end of preceding intermediate plate 103
It is fixed together with the preceding lower end of lower brace 102, the both ends of front and rear slide bar 104 all have connection sheet 105, and connection sheet 105 is used for
It is fixed with the fin 156 of adapter assembly 15 or connection sheet 105 is fixed on other components of frame structure 100, make triangle
Support component 10 is fixed on slide bar 104 on frame structure 100, the montant of trapped orbit component 300 in preceding intermediate plate 103.
Coordinate shown in Fig. 4 to Figure 10, space truss structure collet 200 includes straightway 21 and track linkage section 22, straight line
The length of section 21 is standard series（Such as 1.2,1.4,1.6,1.8 meters）, 1-3 straightway 21 is docked according to seat in the plane width, it is right
Seat in the plane width is answered to be fixedly connected with track linkage section 22 between two neighboring straightway 21, is installed down on track linkage section 22
Two groups of sliding sleeves 221, every group of sliding sleeve 221 have two or more（There are two shown in figure）, clip slot 222, folder are installed on every group of sliding sleeve 221
The montant of trapped orbit component 300 in slot 222 makes rail assembly 300 that can correct installation partially by the slip of sliding sleeve 22 come appropriate
Difference.
The section of the space truss structure collet 200 can be triangle（As shown in herein）Either quadrangle or its
His polygonized structure.
In order to be suitble to the building of different shape, space truss structure collet 200 can include positive corner assembly 23 and cloudy turn
Angular component 24.Positive corner assembly 23 is by interior small angle tower bar 231, outer big corner bar 232, waling stripe 233 and lower support bar group 234
Composition, waling stripe 233 are connected between interior small angle tower bar 231 and outer big corner bar 232 and form for being fixed with frame structure 100
The horizontal plane of connection, lower support bar group 234 are fixedly connected with the lower section in interior small angle tower bar 231 and outer big corner bar 232, positive corner
The positive corner that component 23 corresponds to building is connected between two straightways 21, and space truss structure collet 200 is made to have positive corner.
Cloudy corner assembly 24 is made of interior big corner bar 241, outer small angle tower bar 242, waling stripe 243 and lower support bar group 244, horizontal
Connecting rod 243 is connected to the water formed between interior big corner bar 241 and outer small angle tower bar 242 for being fixedly connected with frame structure 100
Plane, lower support bar group 244 are fixedly connected with the lower section in interior big corner bar 241 and outer small angle tower bar 242, and cloudy corner assembly 24 is right
The cloudy corner that should be built is connected between two straightways 21, and space truss structure collet 200 is made to have cloudy corner.Wherein, under
The effect of support bar group 234 is formed between small angle tower bar 231 and outer big corner bar 232 in support for solid with frame structure 100
Surely the horizontal plane connected, the effect of lower support bar group 244 are formed between big corner bar 241 and outer small angle tower bar 242 in support
For the horizontal plane being fixedly connected with frame structure 100, therefore, lower support bar group 234 and lower support bar group 244 are not limited only in figure
Shown structure, as long as supporting role can be realized, moreover, space truss structure triangular in shape for section shown in figure
Collet 200, for the space truss structure collet 200 that section is in quadrangle or other polygonized structures, lower support bar
The structure of group 234 and lower support bar group 244 can also do respective change therewith.
The product form and style of above-described embodiment and schema and non-limiting the utility model, any technical field
The appropriate variation or modification that those of ordinary skill does it all should be regarded as not departing from the patent category of the utility model.
Claims (8)
1. a kind of attachment type raise scaffold structure, it is characterised in that：Including frame structure, space truss structure collet and track
Component, the middle part fixed slip bar of frame structure, triangle support component, the bottom of frame structure can be installed in a sliding manner on slide bar
Portion's fixed space truss structure collet, sliding sleeve that can be mounted on space truss structure collet in a sliding manner, rail assembly
Bottom connect by sliding sleeve with space truss structure collet, the top of rail assembly passes through triangle support component and connects with frame structure
It connects, rail assembly can slide in one direction between space truss structure collet and frame structure.
2. a kind of attachment type raise scaffold structure as described in claim 1, it is characterised in that：The frame structure includes vertical
Bar, horizon bar, cross bar, hound and adapter assembly, adapter assembly have a cubic pedestal, and pedestal has a hollow cavity, pedestal it is upper
Socket is formed on lower four faces in left and right, socket bottom opens up bolt hole perforation hollow cavity, and upright bar and horizon bar are plugged in socket,
Bolt is connect from the hollow cavity of pedestal across bolt hole with the end nut of upright bar and horizon bar, fixes upright bar and horizon bar,
The jack and bolt hole of perforation hollow cavity are opened up on former and later two faces of pedestal respectively, cross bar is plugged in jack, and bolt passes through
The end nut that bolt hole stretches into hollow cavity and cross bar connects, and fixes cross bar, forms fin between adjacent socket, on fin
Connecting hole is opened up, hound coordinates by pivot and connecting hole and is connected on fin.
3. a kind of attachment type raise scaffold structure as claimed in claim 2, it is characterised in that：The upright bar, horizon bar and
The end of cross bar is fixed with nut, and the end of hound forms U-shaped fork-join head, and fin is clipped in fork-join head, is opened up on fork-join head
Pivoted hole is corresponding with the connecting hole of fin, and pivoted hole is interspersed in in connecting hole, hound being made to be connected on fin by pivot.
4. a kind of attachment type raise scaffold structure as described in claim 1, it is characterised in that：The triangle support component includes
The rear upper end of cross tube, lower brace and preceding intermediate plate, the rear end of cross tube and lower brace is fixed together and slidably to install
On slide bar below, the upper end of the front end of cross tube and preceding intermediate plate is fixed together and the cunning to be slidably mounted on front
On bar, the preceding lower end of the lower end of preceding intermediate plate and lower brace is fixed together, and the both ends of front and rear slide bar all have to install fixation
Connection sheet on frame structure, the montant of trapped orbit component in preceding intermediate plate.
5. a kind of attachment type raise scaffold structure as described in claim 1, it is characterised in that：The space truss structure bottom
Support includes straightway and track linkage section, is docked 1-3 straightway according to seat in the plane width, and corresponding seat in the plane width is adjacent two
Track linkage section is fixedly connected between a straightway, installs down two groups of sliding sleeves on track linkage section, every group of sliding sleeve have two with
On, clip slot is installed, the montant of trapped orbit component in clip slot on every group of sliding sleeve.
6. a kind of attachment type raise scaffold structure as described in claim 1, it is characterised in that：The space truss structure bottom
Support includes positive corner assembly, and positive corner assembly is made of interior small angle tower bar, outer big corner bar, waling stripe and lower support bar group,
Waling stripe is connected to the horizontal plane formed between interior small angle tower bar and outer big corner bar for being fixedly connected with frame structure, lower branch
Strut group is fixedly connected with the lower section in interior small angle tower bar and outer big corner bar, and the positive corner that positive corner assembly corresponds to building is connected to
Between two straightways, make space truss structure collet that there is positive corner.
7. a kind of attachment type raise scaffold structure as described in claim 1, it is characterised in that：The space truss structure bottom
Support includes cloudy corner assembly, and cloudy corner assembly is made of interior big corner bar, outer small angle tower bar, waling stripe and lower support bar group,
Waling stripe is connected to the horizontal plane formed between interior big corner bar and outer small angle tower bar for being fixedly connected with frame structure, lower branch
Strut group is fixedly connected with the lower section in interior big corner bar and outer small angle tower bar, and the cloudy corner that cloudy corner assembly corresponds to building is connected to
Between two straightways, make space truss structure collet that there is cloudy corner.
8. a kind of attachment type raise scaffold structure as described in claim 1, it is characterised in that：The space truss structure bottom
The section of support is triangle or quadrangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721313500.6U CN207526085U (en) | 2017-10-12 | 2017-10-12 | A kind of attachment type raise scaffold structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721313500.6U CN207526085U (en) | 2017-10-12 | 2017-10-12 | A kind of attachment type raise scaffold structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207526085U true CN207526085U (en) | 2018-06-22 |
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ID=62570261
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721313500.6U Active CN207526085U (en) | 2017-10-12 | 2017-10-12 | A kind of attachment type raise scaffold structure |
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| Country | Link |
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| CN (1) | CN207526085U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605142A (en) * | 2017-10-12 | 2018-01-19 | 厦门安科科技有限公司 | A kind of attachment type raise scaffold structure |
-
2017
- 2017-10-12 CN CN201721313500.6U patent/CN207526085U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605142A (en) * | 2017-10-12 | 2018-01-19 | 厦门安科科技有限公司 | A kind of attachment type raise scaffold structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Attached lifting scaffold structure Effective date of registration: 20200624 Granted publication date: 20180622 Pledgee: Xiamen Jinyuan Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2020350000063 |
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Date of cancellation: 20210629 Granted publication date: 20180622 Pledgee: Xiamen Jinyuan Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2020350000063 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: An attached lifting scaffold structure Effective date of registration: 20210630 Granted publication date: 20180622 Pledgee: Xiamen Jinyuan Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2021980005572 |
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Date of cancellation: 20220127 Granted publication date: 20180622 Pledgee: Xiamen Jinyuan Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2021980005572 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: An attached lifting scaffold structure Effective date of registration: 20220620 Granted publication date: 20180622 Pledgee: Xiamen SME Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2022980008355 |
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Date of cancellation: 20231020 Granted publication date: 20180622 Pledgee: Xiamen SME Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2022980008355 |
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Address after: 361000 702, Hengyi building, No.1-3, Zhongling Road, Huli District, Xiamen City, Fujian Province Patentee after: Xiamen Anke Technology Co.,Ltd. Country or region after: China Address before: 361000 702, Hengyi building, No.1-3, Zhongling Road, Huli District, Xiamen City, Fujian Province Patentee before: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Country or region before: China |
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