CN107605142B - Attached lifting scaffold structure - Google Patents
Attached lifting scaffold structure Download PDFInfo
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- CN107605142B CN107605142B CN201710946877.3A CN201710946877A CN107605142B CN 107605142 B CN107605142 B CN 107605142B CN 201710946877 A CN201710946877 A CN 201710946877A CN 107605142 B CN107605142 B CN 107605142B
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- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 5
- 230000002159 abnormal effect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion 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
- 230000009194 climbing Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 125000006850 spacer group Chemical group 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The invention discloses an attached lifting scaffold structure which comprises a frame body structure, a space truss structure bottom support and a track assembly, wherein the space truss structure bottom support is fixed at the bottom of the frame body structure, the bottom of the track assembly is connected with the space truss structure bottom support through a sliding sleeve, the upper part of the track assembly is connected with the frame body structure through a triangular support assembly, and the track assembly can slide in one direction between the space truss structure bottom support and the frame body structure. The invention simplifies the structure, is convenient to install, and reduces abnormal friction in the lifting process caused by installation deviation.
Description
Technical Field
The invention relates to an attached lifting scaffold structure.
Background
The attached lifting scaffold is a novel scaffold technology which is rapidly developed at the beginning of the century, and has important influence on the progress of construction technology. It becomes the low place operation with the eminence operation, becomes the inside operation of support body with unsettled operation, has apparent low carbon nature, high-tech content and characteristics such as more economic, safer, more convenient.
The attached lifting scaffold is an outer scaffold which is erected at a certain height, attached to an engineering structure, capable of climbing or descending layer by layer along with the engineering structure by virtue of self lifting equipment and devices and provided with an anti-overturning and anti-falling device; the attached lifting scaffold mainly comprises an attached lifting scaffold frame body structure, an attached support, an anti-tilting device, an anti-falling device, a lifting mechanism, a control device and the like.
Among the prior art, the structure of adhering to lift scaffold has a lot, mainly exists: the structure is complicated, the installation is inconvenient, and the lift process causes defects such as frictional force is big because of the installation deviation.
In view of the above, the present inventors have conducted extensive design development and practical manufacturing experience in many years of related industries, and have studied and improved the existing defects to provide an attached lifting scaffold structure.
Disclosure of Invention
The invention mainly aims to provide an attached lifting scaffold structure, which is simple in structure, convenient to install and capable of reducing abnormal friction in a lifting process caused by installation deviation.
In order to achieve the above purpose, the solution of the invention is:
the utility model provides an attached lifting scaffold structure, including the support body structure, space truss structure collet and track subassembly, the fixed slide bar in middle part of support body structure, in order can gliding mode installation triangle brace subassembly on the slide bar, the space truss structure collet is fixed to the bottom of support body structure, the sliding sleeve is installed on the space truss structure collet with gliding mode, the sliding sleeve is passed through to track subassembly's bottom and is connected with the space truss structure collet, the upper portion of track subassembly is passed through triangle brace subassembly and is connected with the support body structure, the track subassembly can slide in a direction between space truss structure collet and support body structure.
The rack body structure comprises a vertical rod, a horizontal rod, a cross rod, an inclined stay rod and a joint component, wherein the joint component is provided with a square base, the base is provided with a hollow cavity, sockets are formed on four sides of the upper side, the lower side, the left side and the right side of the base, bolt holes are formed in the bottom of each socket and penetrate through the hollow cavity, the vertical rod and the horizontal rod are inserted into the sockets, bolts penetrate through the bolt holes from the hollow cavity of the base and are connected with end nuts of the vertical rod and the horizontal rod, the vertical rod and the horizontal rod are fixed, jacks and bolt holes penetrating through the hollow cavity are formed in the front face and the rear face of the base respectively, the cross rod is inserted into the jacks, the bolts penetrate through the bolt holes and extend into the hollow cavity to be connected with end nuts of the cross rod, the cross rod is fixed, fins are formed between adjacent sockets, connecting holes are formed in the fins, and the inclined stay rod is connected with the fins in a mode that the pivots are matched with the connecting holes.
Nuts are fixed at the end parts of the vertical rod, the horizontal rod and the cross rod, a U-shaped fork joint is formed at the end part of the inclined stay bar, the wing piece is clamped in the fork joint, a pivot joint hole is formed in the fork joint and corresponds to a connecting hole of the wing piece, and the inclined stay bar is connected to the wing piece by means of inserting the pivot shaft in the pivot joint hole and the connecting hole.
The triangular support component comprises an upper cross rod, a lower inclined rod and a front clamping piece, the rear end of the upper cross rod and the rear upper end of the lower inclined rod are fixed together and are installed on a rear sliding rod in a slidable mode, the front end of the upper cross rod and the upper end of the front clamping piece are fixed together and are installed on a front sliding rod in a slidable mode, the lower end of the front clamping piece and the front lower end of the lower inclined rod are fixed together, connecting pieces used for installing and fixing on a frame body structure are arranged at the two ends of the front sliding rod and the two ends of the rear sliding rod, and a vertical rod of a track component is fixed in the front clamping piece.
The space truss structure collet comprises straight line sections and a track connecting section, 1-3 straight line sections are in butt joint according to the machine position width, the track connecting section is fixedly connected between every two adjacent straight line sections corresponding to the machine position width, an upper sliding sleeve and a lower sliding sleeve are arranged on the track connecting section, each sliding sleeve is more than two, a clamping groove is arranged on each sliding sleeve, and a vertical rod of a fixed track assembly in the clamping groove is arranged.
The space truss structure collet includes the positive corner subassembly, the positive corner subassembly is by interior little corner pole, outer big corner pole, horizontal connecting rod and under bracing pole group constitute, constitute the horizontal plane that supplies support body structure fixed connection between little corner pole and the outer big corner pole including horizontal connecting rod connects, the below of little corner pole and outer big corner pole including under bracing pole group fixed connection, the positive corner connection that the positive corner subassembly corresponds the building is between two straightways, make the space truss structure collet have the positive corner.
The space truss structure collet includes cloudy corner subassembly, and cloudy corner subassembly comprises interior big corner pole, outer little corner pole, horizontal connecting rod and under bracing pole group, constitutes the horizontal plane that supplies support body structure fixed connection between big corner pole and the outer little corner pole including horizontal connecting rod connects, big corner pole and the below of outer little corner pole including under bracing pole group fixed connection, cloudy corner connection that cloudy corner subassembly corresponds the building is between two straightways, makes the space truss structure collet have cloudy corner.
The cross section of the space truss structure bottom support can be in a triangular or quadrangular or other polygonal structure.
By adopting the scheme, the space truss structure bottom support is simplified in structure and convenient to install, the space truss structure bottom support is fixed at the bottom of the frame structure, the trafficability characteristic and the operation space of the bottom layer of the frame structure are not influenced, in addition, the track assembly is installed between the space truss structure bottom support and the frame assembly through the sliding sleeve and the triangular support assembly, and the track assembly can perform self-adjusting sliding in the lifting process of the frame body, so that the abnormal friction force generated due to installation deviation (non-perpendicularity) can be reduced.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is another perspective view of the present invention;
FIG. 2A is a partial enlarged view of FIG. 2;
FIG. 3 is a front view of the present invention;
FIG. 4 is a perspective view of the bottom base of the space truss structure of the present invention;
FIG. 5 is a top view of the space truss structure shoe of the present invention;
FIG. 6 is a front view of the space truss structure bottom bracket of the present invention;
fig. 7 is a perspective view of a linear section of the space truss structure base of the present invention;
FIG. 8 is a perspective view of the external corner assembly of the space truss structure base of the present invention;
fig. 9 is a perspective view of the female corner assembly of the space truss structure bottom support of the present invention;
FIG. 10 is a perspective view of the track connecting section of the bottom bracket of the space truss structure of the present invention;
fig. 11 is a perspective view of a connector assembly of the frame structure of the present invention;
fig. 12 is a cross-sectional view of a joint assembly of the frame structure of the present invention;
FIG. 13 is a schematic view of the joint assembly connecting the rods of the frame structure of the present invention;
fig. 14 is a cross-sectional view of the joint assembly connecting the rods of the frame structure of the present invention;
fig. 15 is a sectional view of a bar of the frame structure of the present invention;
fig. 16 is a perspective view of the triangular brace assembly of the frame structure of the present invention.
Description of the reference symbols
Frame structure 100:
a triangular support component 10, an upper cross rod 101, a lower inclined rod 102, a front clamping piece 103, a sliding rod 104, a connecting piece 105, a vertical rod 11, a horizontal rod 12, a cross rod 13, an inclined supporting rod 14, a fork joint 141, a pivoting hole 142, a joint component 15, a base 151, a socket 152, a bolt hole 153, a jack 154, a bolt hole 155, a wing 156, a connecting hole 157, a bolt 16, a nut 17 and a gasket 18;
space truss structure collet 200:
the linear section 21, the track connecting section 22, the sliding sleeve 221, the clamping groove 222, the male corner component 23, the inner small corner rod 231, the outer large corner rod 232, the horizontal connecting rod 233, the lower support rod group 234, the female corner component 24, the inner large corner rod 241, the outer small corner rod 242, the horizontal connecting rod 243 and the lower support rod group 244;
a track assembly 300;
a walkway plate 400;
Detailed Description
Referring to fig. 1 to 16, the present invention discloses an attached lifting scaffold structure, which includes a frame body structure 100, a space truss structure bottom support 200 and a rail assembly 300. Slide bar 104 is fixed in the middle of frame structure 100, triangular brace subassembly 10 is installed with slidable mode on slide bar 104, space truss structure collet 200 is fixed to the bottom of frame structure 100, sliding sleeve 221 is installed with slidable mode on space truss structure collet 200, the bottom of track subassembly 300 is connected with space truss structure collet 200 through sliding sleeve 221, the upper portion of track subassembly 300 is connected with frame structure 100 through triangular brace subassembly 10, track subassembly 300 can slide in a direction between space truss structure collet 200 and frame structure 100. Therefore, the invention has the advantages of simplified structure, convenient installation and no influence on the trafficability and the operation space of the bottom layer of the frame structure 100, after the installation, the walkway plate 400 can be installed on the horizontal planes of the frame structure 100 and the space truss structure bottom support 200, thereby facilitating the walking of operators, the net 500 is installed on the outer side surface of the frame structure 100 to protect the operators, and in the lifting process of the frame, the track assembly 300 can correct the non-perpendicularity of installation through sliding, thereby reducing the generation of abnormal friction force and improving the safety.
As shown in fig. 11 to 16, the rack structure 100 may specifically include an upright 11, a horizontal rod 12, a cross rod 13, an inclined strut 14 and a connector assembly 15, wherein the connector assembly 15 has a square base 151, the base 151 has a hollow cavity, sockets 152 are formed on four upper, lower, left and right surfaces of the base 151, bolt holes 153 are formed at the bottom of the sockets 152 to penetrate through the hollow cavity, the upright 11 and the horizontal rod 12 are inserted into the sockets 152, bolts 16 pass through the bolt holes 153 from the hollow cavity of the base 151 to be connected with end nuts 17 of the upright 11 and the horizontal rod 12, so that the upright 11 and the horizontal rod 12 are fixed on the base 151, insertion holes 154 and bolt holes 155 penetrating through the hollow cavity are respectively formed on two front and rear surfaces of the base 151, the cross rod 13 is inserted into the insertion holes 154, the bolts 16 pass through the bolt holes 155 to be connected with the end nuts 17 of the cross rod 13, so that the cross rod 17 is fixed on the base 151, a tab 156 is formed between adjacent sockets 152, a connection hole 157 is formed on the tab 156, and the inclined strut 14 is connected to the tab 156 by a pivot (not numbered in the connection hole 157).
The rod pieces (the upright rods 11, the horizontal rods 12 and the cross rods 13) of the invention are steel pipes with the outer diameter of 48mm and the wall thickness of 3-3.5 mm. Nuts 17 are fixed in the end portions of the upright 11, the horizontal rod 12 and the cross rod 13 through spacers 18, so that the upright 11, the horizontal rod 12 and the cross rod 13 can be electrically locked on the base 151 through an electric angle wrench, the installation is convenient, a U-shaped fork joint 141 is formed at the end portion of the diagonal rod 14, the wing piece 156 is clamped in the fork joint 141, a pivot hole 142 is formed in the fork joint 141 and corresponds to a connecting hole 157 of the wing piece 156, and the diagonal rod 14 is connected to the wing piece 156 through a pivot (not numbered in the figure) inserted in the pivot hole 142 and the connecting hole 167.
The triangular support assembly 10 comprises an upper cross bar 101, a lower inclined bar 102 and a front clamping piece 103, wherein the rear end of the upper cross bar 101 is fixed with the rear upper end of the lower inclined bar 102 and is slidably mounted on a rear sliding bar 104, the front end of the upper cross bar 101 is fixed with the upper end of the front clamping piece 103 and is slidably mounted on a front sliding bar 104, the lower end of the front clamping piece 103 is fixed with the front lower end of the lower inclined bar 102, both ends of the front and rear sliding bars 104 are provided with connecting pieces 105, and the connecting pieces 105 are used for being fixed with a wing 156 of a joint assembly 15 or fixing the connecting pieces 105 on other components of the frame body structure 100, so that the triangular support assembly 10 is mounted and fixed on the frame body structure 100 along with the sliding bars 104, and the vertical bars of the track assembly 300 are fixed in the front clamping piece 103.
As shown in fig. 4 to 10, the space truss structure bottom support 200 includes straight line segments 21 and track connecting segments 22, the length of the straight line segments 21 is in a standard series (e.g. 1.2, 1.4, 1.6, 1.8 meters), 1-3 straight line segments 21 are butted according to the machine position width, the track connecting segments 22 are fixedly connected between two adjacent straight line segments 21 corresponding to the machine position width, an upper set of sliding sleeves 221 and a lower set of sliding sleeves 221 are installed on the track connecting segments 22, each set of sliding sleeves 221 has more than two (two shown in the figure), each set of sliding sleeves 221 is provided with a clamping groove 222, a vertical rod of the track assembly 300 is fixed in the clamping groove 222, so that the track assembly 300 can properly correct installation deviation through sliding of the sliding sleeves 22.
The cross-section of the space truss structure shoe 200 may be triangular (as illustrated herein) or quadrilateral or other polygonal structure.
To accommodate different forms of construction, the space truss structure shoe 200 may include male corner members 23 and female corner members 24. The positive corner subassembly 23 is by interior little corner pole 231, outer big corner pole 232, horizontal connecting rod 233 and lower support rod group 234 are constituteed, constitute the horizontal plane that supplies support body structure 100 fixed connection between little corner pole 231 and outer big corner pole 232 including horizontal connecting rod 233 connects, the below of little corner pole 231 and outer big corner pole 232 including lower support rod group 234 fixed connection, the positive corner that positive corner subassembly 23 corresponds the building is connected between two straightway 21, make space truss structure collet 200 have the positive corner. The negative corner component 24 is composed of an inner large corner rod 241, an outer small corner rod 242, a horizontal connecting rod 243 and a lower supporting rod group 244, the horizontal connecting rod 243 is connected between the inner large corner rod 241 and the outer small corner rod 242 to form a horizontal plane for fixedly connecting the frame body structure 100, the lower supporting rod group 244 is fixedly connected below the inner large corner rod 241 and the outer small corner rod 242, the negative corner component 24 is connected between the two straight segments 21 corresponding to the negative corner of the building, and the space truss structure bottom support 200 is provided with a negative corner. The lower support rod set 234 is used for supporting a horizontal plane for fixedly connecting the frame structure 100 between the inner small angle rod 231 and the outer large angle rod 232, and the lower support rod set 244 is used for supporting a horizontal plane for fixedly connecting the inner large angle rod 241 and the outer small angle rod 242, so that the lower support rod set 234 and the lower support rod set 244 are not limited to the structures shown in the figures, as long as the supporting function can be realized, and the space truss structure bottom bracket 200 with the triangular cross section is shown in the figures, for the space truss structure bottom bracket 200 with the quadrangular or other polygonal cross section, the structures of the lower support rod set 234 and the lower support rod set 244 can be correspondingly changed.
The above embodiments and drawings are not intended to limit the form and style of the present invention, and any suitable changes or modifications thereof by those skilled in the art should be considered as not departing from the scope of the present invention.
Claims (7)
1. An attached lifting scaffold structure, its characterized in that: the space truss structure comprises a frame body structure, a space truss structure base and a track assembly, wherein a sliding rod is fixed in the middle of the frame body structure, a triangular support assembly is installed on the sliding rod in a sliding mode, the space truss structure base is fixed at the bottom of the frame body structure, a sliding sleeve is installed on the space truss structure base in a sliding mode, the bottom of the track assembly is connected with the space truss structure base through the sliding sleeve, the upper part of the track assembly is connected with the frame body structure through the triangular support assembly, and the track assembly can slide in one direction between the space truss structure base and the frame body structure;
the space truss structure bottom support comprises straight line sections and a track connecting section, and the track connecting section is fixedly connected between every two adjacent straight line sections corresponding to the machine position width.
2. An attached lifting scaffolding structure as claimed in claim 1, wherein: the rack body structure comprises a vertical rod, a horizontal rod, a cross rod, an inclined stay rod and a joint component, wherein the joint component is provided with a square base, the base is provided with a hollow cavity, sockets are formed on four sides of the upper side, the lower side, the left side and the right side of the base, bolt holes are formed in the bottom of each socket and penetrate through the hollow cavity, the vertical rod and the horizontal rod are inserted into the sockets, bolts penetrate through the bolt holes from the hollow cavity of the base and are connected with end nuts of the vertical rod and the horizontal rod, the vertical rod and the horizontal rod are fixed, jacks and bolt holes penetrating through the hollow cavity are formed in the front face and the rear face of the base respectively, the cross rod is inserted into the jacks, the bolts penetrate through the bolt holes and extend into the hollow cavity to be connected with end nuts of the cross rod, the cross rod is fixed, fins are formed between adjacent sockets, connecting holes are formed in the fins, and the inclined stay rod is connected with the fins in a mode that the pivots are matched with the connecting holes.
3. An attached lifting scaffolding structure as claimed in claim 2, wherein: nuts are fixed at the end parts of the vertical rod, the horizontal rod and the cross rod, a U-shaped fork joint is formed at the end part of the inclined stay bar, the wing piece is clamped in the fork joint, a pin joint hole is formed in the fork joint and corresponds to a connecting hole of the wing piece, and the inclined stay bar is connected to the wing piece by means of inserting the pivot shaft in the pin joint hole and the connecting hole.
4. An attached lifting scaffolding structure as claimed in claim 1, wherein: the triangular support component comprises an upper cross rod, a lower inclined rod and a front clamping piece, the rear end of the upper cross rod and the rear upper end of the lower inclined rod are fixed together and are installed on a rear sliding rod in a slidable mode, the front end of the upper cross rod and the upper end of the front clamping piece are fixed together and are installed on a front sliding rod in a slidable mode, the lower end of the front clamping piece and the front lower end of the lower inclined rod are fixed together, connecting pieces used for installing and fixing on a frame body structure are arranged at the two ends of the front sliding rod and the two ends of the rear sliding rod, and a vertical rod of a track component is fixed in the front clamping piece.
5. An attached lifting scaffolding structure as claimed in claim 1, wherein: the space truss structure collet includes the positive corner subassembly, the positive corner subassembly is by interior little corner pole, outer big corner pole, horizontal connecting rod and under bracing member group constitute, constitute between little corner pole and the outer big corner pole including horizontal connecting rod connects and supply with support body structure fixed connection's horizontal plane, under bracing member group fixed connection including little corner pole and the below of outer big corner pole, the positive corner connection that the positive corner subassembly corresponds the building is between two straightways, make the space truss structure collet have the positive corner.
6. An attached lifting scaffolding structure as claimed in claim 1, wherein: the space truss structure collet includes cloudy corner subassembly, and cloudy corner subassembly comprises interior big corner pole, outer little corner pole, horizontal connecting rod and under bracing pole group, constitutes the horizontal plane that supplies support body structure fixed connection between big corner pole and the outer little corner pole including horizontal connecting rod connects, big corner pole and the below of outer little corner pole including under bracing pole group fixed connection, cloudy corner connection that cloudy corner subassembly corresponds the building is between two straightways, makes the space truss structure collet have cloudy corner.
7. An attached lifting scaffolding structure as claimed in claim 1, wherein: the cross section of the space truss structure bottom support is triangular or quadrilateral.
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 |
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| CN107605142A CN107605142A (en) | 2018-01-19 |
| CN107605142B true CN107605142B (en) | 2022-11-11 |
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| CN201710946877.3A Active CN107605142B (en) | 2017-10-12 | 2017-10-12 | Attached lifting scaffold structure |
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Families Citing this family (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 |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101215928B (en) * | 2008-01-10 | 2011-08-17 | 湖南省第五工程有限公司 | 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 |
| ES2621479T3 (en) * | 2013-11-12 | 2017-07-04 | Ulma C Y E, S. Coop. | Self-climbing system for scaffolding in building construction works |
| CN203701552U (en) * | 2013-12-09 | 2014-07-09 | 王青玲 | Attached scaffold for lifted through worm, gear and screw rod |
| US9963889B2 (en) * | 2013-12-17 | 2018-05-08 | 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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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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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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