CN107605142A - A kind of attachment type raise scaffold structure - Google Patents
A kind of attachment type raise scaffold structure Download PDFInfo
- Publication number
- CN107605142A CN107605142A CN201710946877.3A CN201710946877A CN107605142A CN 107605142 A CN107605142 A CN 107605142A CN 201710946877 A CN201710946877 A CN 201710946877A CN 107605142 A CN107605142 A CN 107605142A
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- space truss
- corner
- collet
- frame 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
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 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
- 238000005516 engineering process Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 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
- 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
- 238000010586 diagram 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
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 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)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention 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 connected by sliding sleeve with space truss structure collet, the top of rail assembly is connected by triangle support component with frame structure, and rail assembly can slide in one direction between space truss structure collet and frame structure.The present invention simplifies structure, convenient installation, reduces because installation deviation causes to add the abnormal friction in lifting process.
Description
Technical field
The present invention relates to a kind of attachment type raise scaffold structure.
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 material impact.High-rise working is changed into lower operation by it, and hanging operation is changed into support 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 is attached in engineering structure, by the jacking equipment of itself and
Device, successively it can climb or decline with engineering structure, there is overturn-preventing, the external scaffolding of falling proof device；Adhering lifting pin hand
Frame is mainly filled by attached lifting scaffold frame structure, attachment support, anti-tilt device, falling proof device, elevating mechanism and control
Put etc. and to form.
In the prior art, the structure of attached lifting scaffold has a lot, 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, studied improvement, there is provided thus a kind of attachment type raise scaffold structure, this case produce.
The content of the invention
It is convenient to install to simplify structure it is a primary object of the present invention to provide a kind of attachment type raise scaffold structure,
Reduce because installation deviation causes to add the abnormal friction in lifting process.
In order to reach above-mentioned purpose, solution of the invention is：
A kind of attachment type raise scaffold structure, including frame structure, space truss structure collet and rail assembly, frame structure
Middle part fixed slip bar, so that triangle support component, the bottom fixed space purlin of frame structure can be installed in a sliding manner on slide bar
Frame structure collet, for sliding sleeve that can be arranged in a sliding manner on space truss structure collet, the bottom of rail assembly passes through cunning
Set is connected with space truss structure collet, and the top of rail assembly is connected by triangle support component with frame structure, rail assembly
It can be slided in one direction between space truss structure collet and frame structure.
The frame structure includes vertical rod, horizon bar, cross bar, hound and adapter assembly, and adapter assembly has cubic base
Seat, pedestal have middle cavity, and pedestal forms socket up and down on four faces, it is hollow that socket bottom opens up bolt hole insertion
Chamber, vertical rod and horizon bar are plugged in socket, and bolt passes through bolt hole and vertical rod and the end of horizon bar from the middle cavity of pedestal
Nut connects, and fixes vertical rod and horizon bar, opens up the jack and bolt of cavity in insertion on former and later two faces of pedestal respectively
Hole, cross bar are plugged in jack, and bolt passing through bolt hole stretches into the end nut connection of middle cavity and cross bar, 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 vertical rod, 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 being connected by pivot
Kong Zhong, hound is set to 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 slide bar above, 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, which all have, is used to being fixed on 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, installed down on track linkage section
Two groups of sliding sleeves, every group of sliding sleeve have more than two, 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 support 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 of the corresponding building of component is connected between two straightways, space truss structure collet is had 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 support 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 of the corresponding building of component is connected between two straightways, space truss structure collet is had cloudy corner.
The section of the space truss structure collet can be triangle either quadrangle or other polygonized structures.
After such scheme, structure of the present invention simplifies, and convenient installation, space truss structure collet is fixed on into support body knot
The bottom of structure, do not influence frame structure bottom by property and operating space, moreover, rail assembly passes through sliding sleeve and trivet group
Part be arranged on space truss structure collet and frame portions it, in support body lifting process, rail assembly can carry out self and adjust
The slip of section, advantageously reduce because installation deviation（Out of plumb）And caused abnormal friction power.
Brief description of the drawings
Fig. 1 is the schematic perspective view of the present invention；
Fig. 2 is another angle schematic perspective view of the present invention；
Fig. 2A is Fig. 2 partial enlarged drawing；
Fig. 3 is the front view of the present invention；
Fig. 4 is the schematic perspective view of space truss structure collet of the present invention；
Fig. 5 is the top view of space truss structure collet of the present invention；
Fig. 6 is the front view of space truss structure collet of the present invention；
Fig. 7 is the straightway schematic perspective view of space truss structure collet of the present invention；
Fig. 8 is the positive corner assembly schematic perspective view of space truss structure collet of the present invention；
Fig. 9 is the cloudy corner assembly schematic perspective view of space truss structure collet of the present invention；
Figure 10 is the track linkage section schematic perspective view of space truss structure collet of the present invention；
Figure 11 is the adapter assembly schematic perspective view of frame structure of the present invention；
Figure 12 is the adapter assembly sectional view of frame structure of the present invention；
Figure 13 is that the adapter assembly of frame structure of the present invention connects each bar schematic diagram；
Figure 14 is that the adapter assembly of frame structure of the present invention connects each bar sectional view；
Figure 15 is the rod member sectional view of frame structure of the present invention；
Figure 16 is the triangle support component schematic perspective view of frame structure of the present invention.
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, vertical rod 11 are horizontal
Bar 12, cross bar 13, hound 14, fork-join first 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, pad 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, outer big corner
Bar 232, waling stripe 233, lower support bar group 234, cloudy corner assembly 24, interior big corner bar 241, outer small angle tower bar 242 are horizontal
Connecting rod 243, lower support bar group 244；
Rail assembly 300；
Walkway board 400；
Mesh sheet 500.
Embodiment
Refer to shown in Fig. 1 to Figure 16, present invention is disclosed a kind of attachment type raise scaffold structure, including frame structure
100th, space truss structure collet 200 and rail assembly 300.The middle part fixed slip bar 104 of frame structure 100, on slide bar 104 with
Triangle support component 10, the bottom fixed space truss structure collet 200 of frame structure 100, sliding sleeve can be installed in a sliding manner
221 that can be arranged on space truss structure collet 200 in a sliding manner, the bottom of rail assembly 300 by sliding sleeve 221 with
Space truss structure collet 200 is connected, and the top of rail assembly 300 is connected by triangle support component 10 with frame structure 100, rail
Road component 300 can slide in one direction between space truss structure collet 200 and frame structure 100.So, it is of the invention
Structure simplifies, convenient installation, do not influence the bottom of frame structure 100 by property and operating space, after present invention installation, Ke Yi
Walkway board 400 is installed on the horizontal plane of frame structure 100 and space truss structure collet 200, facilitates operator to walk about, in frame
The lateral surface installation mesh sheet 500 of body structure 100, to protect operator, moreover, in support body lifting process, rail assembly
300 can correct the out of plumb of installation by sliding, and reduce abnormal friction power and produce, improve security.
Wherein, coordinate shown in Figure 11 to Figure 16, frame structure 100 can specifically include vertical rod 11, horizon bar 12, cross bar
13rd, hound 14 and adapter assembly 15, adapter assembly 15 have cubic pedestal 151, and pedestal 151 has middle cavity, pedestal 151
Socket 152 is formed on four faces up and down, the bottom of socket 152 opens up cavity, vertical rod 11 and horizon bar during bolt hole 153 penetrates
12 are plugged in socket 152, and bolt 16 passes through bolt hole 153 and vertical rod 11 and the end of horizon bar 12 from the middle cavity of pedestal 151
Portion's nut 17 connects, and vertical rod 11 and horizon bar 12 is fixed on pedestal 151, is opened up respectively on former and later two faces of pedestal 151
The jack 154 and bolt hole 155 of cavity, cross bar 13 are plugged in jack 154 in insertion, and bolt 16 stretches into through bolt hole 155
Middle cavity is connected with the end nut 17 of cross bar 13, cross bar 17 is fixed on pedestal 151, is formed between adjacent socket 152
Fin 156, connecting hole 157 is opened up on fin 156, hound 14 is by pivot（Non- label in figure）Coordinate with connecting hole 157 and
It is connected on fin 156.
Each rod member of the present invention（Vertical rod 11, horizon bar 12 and cross bar 13）Specification be external diameter 48mm, wall thickness be 3-3.5mm's
Steel pipe.Nut 17 is fixed with by pad 18 in the end of the vertical rod 11, horizon bar 12 and cross bar 13, can be by electric angle
Vertical rod 11, horizon bar 12 and cross bar 13 are realized in the electric locking on pedestal 151 to spanner, it is easy for installation, hound 14
End forms U-shaped fork-join first 141, and fin 156 is clipped in fork-join first 141, and pivoted hole 142 and fin 156 are opened up on fork-join first 141
The correspondence of connecting hole 157, by pivot（Non- label in figure）Pivoted hole 142 is interspersed in in connecting hole 167, connecting hound 14
It is connected on fin 156.
The triangle support component 10 includes 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 slide bar 104 above, 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
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 frame structure 100 with slide bar 104, 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
Answer seat in the plane width to be fixedly connected with track linkage section 22 between two neighboring straightway 21, installed down on track linkage section 22
Two groups of sliding sleeves 221, every group of sliding sleeve 221 have more than two（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 groove 222, rail assembly 300 is set to 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 adapted 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 formed 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 of the corresponding building of component 23 is connected between two straightways 21, space truss structure collet 200 is had positive corner.
Cloudy corner assembly 24 is made up 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, space truss structure collet 200 is had cloudy corner.Wherein, under
The effect of support bar group 234 is formed in support between small angle tower bar 231 and outer big corner bar 232 for solid with frame structure 100
Surely the horizontal plane connected, the effect of lower support bar group 244 are to be formed in support between big corner bar 241 and outer small angle tower bar 242
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, being section space truss structure triangular in shape 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.
Above-described embodiment and schema and non-limiting product form of the invention and style, any art it is common
The appropriate change or modification that technical staff is done to it, it all should be regarded as not departing from the patent category of the present invention.
Claims (8)
- A kind of 1. 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, so that 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 arranged on space truss structure collet in a sliding manner, rail assembly Bottom be connected by sliding sleeve with space truss structure collet, the top of rail assembly passes through triangle support component and connected with frame structure Connect, rail assembly can slide in one direction between space truss structure collet and frame structure.
- A kind of 2. attachment type raise scaffold structure as claimed 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 middle cavity, pedestal it is upper Socket is formed on four faces in lower left and right, socket bottom opens up cavity in bolt hole insertion, and vertical rod and horizon bar are plugged in socket, Bolt is connected from the middle cavity of pedestal through bolt hole with the end nut of vertical rod and horizon bar, fixes vertical rod and horizon bar, The jack and bolt hole of cavity in insertion are opened up on former and later two faces of pedestal respectively, cross bar is plugged in jack, and bolt passes through Bolt hole stretches into the end nut connection of middle cavity and cross bar, 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.
- A kind of 3. attachment type raise scaffold structure as claimed in claim 2, it is characterised in that：The vertical rod, 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, making hound be connected on fin by pivot.
- A kind of 4. attachment type raise scaffold structure as claimed 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 to be slidably mounted on cunning above 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, which all have, to be used to install fixation Connection sheet on frame structure, the montant of trapped orbit component in preceding intermediate plate.
- A kind of 5. attachment type raise scaffold structure as claimed 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 individual 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.
- A kind of 6. attachment type raise scaffold structure as claimed in claim 1, it is characterised in that：The space truss structure bottom Support includes positive corner assembly, and positive corner assembly is made up 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 of the corresponding building of positive corner assembly is connected to Between two straightways, make space truss structure collet that there is positive corner.
- A kind of 7. attachment type raise scaffold structure as claimed in claim 1, it is characterised in that：The space truss structure bottom Support includes cloudy corner assembly, and cloudy corner assembly is made up 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 of the corresponding building of cloudy corner assembly is connected to Between two straightways, make space truss structure collet that there is cloudy corner.
- A kind of 8. attachment type raise scaffold structure as claimed 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 |
|---|---|---|---|
| CN201710946877.3A CN107605142B (en) | 2017-10-12 | 2017-10-12 | Attached lifting scaffold structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710946877.3A CN107605142B (en) | 2017-10-12 | 2017-10-12 | Attached lifting scaffold structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107605142A true CN107605142A (en) | 2018-01-19 |
| CN107605142B CN107605142B (en) | 2022-11-11 |
Family
ID=61067712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710946877.3A Active CN107605142B (en) | 2017-10-12 | 2017-10-12 | Attached lifting scaffold structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107605142B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532928A (en) * | 2018-06-28 | 2018-09-14 | 厦门安科科技有限公司 | A kind of frame climbing structure easy for installation |
| CN112459447A (en) * | 2020-11-09 | 2021-03-09 | 厦门安科科技有限公司 | Attached lifting scaffold with novel lifting device |
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| CN101215928A (en) * | 2008-01-10 | 2008-07-09 | 湖南省第五工程公司 | Attached lifting scaffold trolley type inclining-proof device and method of use thereof |
| CN202202557U (en) * | 2011-07-13 | 2012-04-25 | 重庆盈丰升机械设备有限公司 | Novel horizontal truss of attached type lift scaffold |
| CN202954553U (en) * | 2012-10-15 | 2013-05-29 | 重庆建工脚手架有限公司 | Full assembly tool type attachment lifting scaffold |
| CN203701552U (en) * | 2013-12-09 | 2014-07-09 | 王青玲 | Attached scaffold for lifted through worm, gear and screw rod |
| US20150129359A1 (en) * | 2013-11-12 | 2015-05-14 | Ulma C Y E, S. Coop | Self-climbing scaffold system in construction works of buildings and self-climbing method |
| US20150167326A1 (en) * | 2013-12-17 | 2015-06-18 | Shenzhen Techen Technology Co., Ltd | Sealed and integrated climbing scaffold and method for using the same |
| CN105089262A (en) * | 2014-05-22 | 2015-11-25 | 马永洪 | All steel-structure implementary scaffold |
| CN205857669U (en) * | 2016-07-25 | 2017-01-04 | 北京建泰建筑技术研究院有限公司 | A kind of attached lifting scaffold support body |
| CN207526085U (en) * | 2017-10-12 | 2018-06-22 | 厦门安科科技有限公司 | A kind of attachment type raise scaffold structure |
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2017
- 2017-10-12 CN CN201710946877.3A patent/CN107605142B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101215928A (en) * | 2008-01-10 | 2008-07-09 | 湖南省第五工程公司 | Attached lifting scaffold trolley type inclining-proof device and method of use thereof |
| CN202202557U (en) * | 2011-07-13 | 2012-04-25 | 重庆盈丰升机械设备有限公司 | Novel horizontal truss of attached type lift scaffold |
| CN202954553U (en) * | 2012-10-15 | 2013-05-29 | 重庆建工脚手架有限公司 | Full assembly tool type attachment lifting scaffold |
| US20150129359A1 (en) * | 2013-11-12 | 2015-05-14 | Ulma C Y E, S. Coop | Self-climbing scaffold system in construction works of buildings and self-climbing method |
| CN203701552U (en) * | 2013-12-09 | 2014-07-09 | 王青玲 | Attached scaffold for lifted through worm, gear and screw rod |
| US20150167326A1 (en) * | 2013-12-17 | 2015-06-18 | Shenzhen Techen Technology Co., Ltd | Sealed and integrated climbing scaffold and method for using the same |
| CN105089262A (en) * | 2014-05-22 | 2015-11-25 | 马永洪 | All steel-structure implementary scaffold |
| CN205857669U (en) * | 2016-07-25 | 2017-01-04 | 北京建泰建筑技术研究院有限公司 | A kind of attached lifting scaffold support body |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532928A (en) * | 2018-06-28 | 2018-09-14 | 厦门安科科技有限公司 | A kind of frame climbing structure easy for installation |
| CN112459447A (en) * | 2020-11-09 | 2021-03-09 | 厦门安科科技有限公司 | Attached lifting scaffold with novel lifting device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107605142B (en) | 2022-11-11 |
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Denomination of invention: A type of attached lifting scaffold structure Effective date of registration: 20231222 Granted publication date: 20221111 Pledgee: Xiamen Huli District Financing Guarantee Co.,Ltd. Pledgor: XIAMEN ANKE TECHNOLOGY Co.,Ltd. Registration number: Y2023980073136 |
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