CN102535830A - Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building - Google Patents
Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building Download PDFInfo
- Publication number
- CN102535830A CN102535830A CN2012100088136A CN201210008813A CN102535830A CN 102535830 A CN102535830 A CN 102535830A CN 2012100088136 A CN2012100088136 A CN 2012100088136A CN 201210008813 A CN201210008813 A CN 201210008813A CN 102535830 A CN102535830 A CN 102535830A
- Authority
- CN
- China
- Prior art keywords
- seat
- prefabricated
- scaffold
- plane attachment
- attachment device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Ladders (AREA)
Abstract
The invention discloses a machine position adhesion device for a monolithic climbing scaffold for constructing a prefabricated building. An embedded part (a bolt sleeve) is prearranged in a concrete wall column at a gap between two prefabricated concrete (PC) wall boards; a machine position adhesion piece of the monolithic climbing scaffold is fixed on the outer wall surface of the board gap between the PC wall boards through a first bolt component connected with the embedded part; and a guide seat is fixedly connected to the outer side of the machine position adhesion piece through a second bolt component. The embedded part is adopted and prearranged in the concrete wall column at the installation gap between the PC wall boards and is connected with the guide seat of the monolithic climbing scaffold through the bolt components, so that holes are not required to be formed or dug in the PC wall boards, and the monolithic climbing outer scaffold can be arranged on the outer wall of the prefabricated building; and parts such as the guide seat, the first bolt component, the second bolt component and the like can be turned over and reused, so that construction cost is greatly reduced, and efficiency and the anti-leakage function of the outer wall are improved.
Description
Technical field
The present invention relates to the whole climbing scaffold field that prefabricated assembled building operations is used, in particular, what improvement related to is the seat in the plane attachment device of a kind of prefabricated assembled building operations with whole climbing scaffold.
Background technology
It is fast that the prefabricated assembled building of industrialization has speed of application, and the construction period is short, and the advantage of a large amount of labor savings of ability, becomes the trend of architectural development gradually.In the work progress of prefabricated assembled building, need use the external scaffolding that integral body is climbed, the attachment point of traditional raise scaffold need be boxed out on cast-in-place structural, connects fixing then with screw rod.
But; Prefabricated assembled building operations has adopted prefabricated PC wallboard (Prefabricated Concrete) as the inner deposited and outer hung structure outer, and prefabricated PC wallboard belongs to the assembling enclosed structure, does not allow to leave hole or perforate punching on it; Can not bear the vertical load except that deadweight; Otherwise can cause prefabricated PC structure of wall to be damaged, so just cause can't adhering to and being connected between original raise scaffold and the body of wall, influence is constructed.
Therefore, prior art still haves much room for improvement and develops.
Summary of the invention
The objective of the invention is to, the seat in the plane attachment device of a kind of prefabricated assembled building operations with whole climbing scaffold is provided, can realize that integral body climbs adhering to and being connected between external scaffolding and the prefabricated assembled building.
Technical scheme of the present invention is following: a kind of prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold; Be used for the guide rail main frame of external scaffolding is fixed between the prefabricated PC wall panels seam of prefabricated assembled building, wherein: said seat in the plane attachment device comprises built-in fitting, seat in the plane attachment and the guide bracket that is used to be connected said guide rail main frame; Said built-in fitting is arranged in the concrete wall column at place, slit between the adjacent two prefabricated PC wallboards in advance; Said seat in the plane attachment is fixed on the wall face of said prefabricated PC wall panels seam through first bolt assembly that connects said built-in fitting, and said guide bracket is fixedly connected on the outside of said prefabricated PC wall panels face through second bolt assembly.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold; Wherein: said built-in fitting is set to bolt sleeve; The inwall of said bolt sleeve is set to the internal thread of adaptive said first bolt assembly, is provided with at the outer wall of said bolt sleeve to be used for the hook that stops said built-in fitting to be deviate from from said concrete wall column.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: each said seat in the plane attachment device comprises the built-in fitting that two parallel interval are arranged.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: two said built-in fittings are connected through a stiffener.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: said stiffener is connected the end position of said built-in fitting.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: said seat in the plane attachment comprises base plate, horizontal side plate and vertical side plate; Said horizontal side plate is vertically set on the said base plate with vertical side plate, and mutual square crossing is connected between said horizontal side plate and the said vertical side plate.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold; Wherein: said seat in the plane attachment also comprises the top board that is vertically set on said base plate top, and place, slit between the neighbouring prefabricated PC wallboard is stretched on the base of said top board.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: on the attachment of said seat in the plane, also be provided with the suspension centre assembly, said suspension centre assembly is positioned at said guide bracket one side, is fixed on the said base plate through steady pin.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: said first bolt assembly adopts the bolt assembly of M16.
Described prefabricated assembled building operations is with the seat in the plane attachment device of whole climbing scaffold, wherein: said second bolt assembly adopts the bolt assembly of M27.
A kind of prefabricated assembled building operations provided by the present invention is with the seat in the plane attachment device of whole climbing scaffold; Owing to adopted built-in fitting; Utilize the installation slit between the prefabricated PC wallboard, built-in fitting is arranged in advance in the concrete wall column at this place, slit, and connect the guide bracket of whole climbing scaffold through bolt assembly; Avoided on prefabricated PC wallboard perforate to dig a hole, realized the whole external scaffolding that climbs being installed at prefabricated assembled external wall; Simultaneously, component such as guide bracket, first bolt assembly and second bolt assembly all can have enough to meet the need and reuse, and greatly reduce the cost of construction thus, have also improved the function of effect and exterior wall antiseep.
Description of drawings
Fig. 1 is the stereogram of the prefabricated assembled building operations of the present invention with whole climbing scaffold seat in the plane attachment device.
Fig. 2 is the left view of the prefabricated assembled building operations of the present invention with whole climbing scaffold seat in the plane attachment device.
Fig. 3 is the front view of the prefabricated assembled building operations of the present invention with whole climbing scaffold seat in the plane attachment device.
The specific embodiment
Below will combine accompanying drawing, specific embodiments of the invention and embodiment specify, and described specific embodiment in order to explain the present invention, is not to be used to limit the specific embodiment of the present invention only.
As shown in Figure 1; Fig. 1 is the stereogram of the prefabricated assembled building operations of the present invention with whole climbing scaffold seat in the plane attachment device; Said seat in the plane attachment device is used for the guide rail main frame 100 of external scaffolding is fixed between the prefabricated PC wall panels seam of prefabricated assembled building; Because prefabricated PC wallboard can not bear the vertical load except that deadweight, for solving the connection fixation problem of guide bracket formula lifting false work, the present invention has utilized the slit between the contiguous prefabricated PC wallboard; Be used to connect the bolt assembly that the concrete wall column is located in the slit to draw, and pass through the fixedly guide rail main frame 100 of guide bracket formula lifting false work of seat in the plane attachment; Slit between the so-called contiguous prefabricated PC wallboard; Both comprised the slit between the adjacent two prefabricated PC wallboards of the left and right sides, and also comprised the slit between the neighbouring two prefabricated PC wallboards, its slit generally is no more than 2cm; Usually in the building operations later stage, this slit can be filled and led up by decoration construction.
Concrete, said seat in the plane attachment device comprises built-in fitting 210, seat in the plane attachment 300 and is used to be connected the guide bracket 400 of said guide rail main frame 100; Said built-in fitting 210 is imbedded in the concrete wall column of prefabricated assembled building in advance when building the spandrel girder structure; When whole climbing scaffold is installed, first bolt assembly, 230 screw rods are passed the slit between the adjacent two prefabricated PC wallboards of the left and right sides; And screw thread is adaptive is connected on the said built-in fitting 210, and usually, this built-in fitting 210 is at least one nut; For example 3 with top nut; The bolt sleeve that perhaps extends, said seat in the plane attachment 300 is fixed on the wall face of said prefabricated PC wall panels seam through said first bolt assembly 230, and said guide bracket 400 is fixedly connected on the outside of said seat in the plane attachment 300 through second bolt assembly 340; And said guide bracket 400 is known in the art with being connected to of said guide rail main frame 100, repeats no more at this.
In the preferred embodiment; Said built-in fitting 210 can be set to bolt sleeve; The inwall of said bolt sleeve is set to the internal thread of adaptive said first bolt assembly 230, and connecting said first bolt assembly 230 with engage thread is screw rod, is provided with at the outer wall of said bolt sleeve to be used for the hook that stops said built-in fitting 210 to be deviate from from said concrete wall column; To satisfy the bond stress of concrete to built-in fitting; Improve the connectivity robustness between said bolt sleeve and the said concrete wall column, avoid said bolt sleeve excessively from said concrete wall column, to deviate from, can said first bolt assembly 230 be reused simultaneously because of stressed.For said first bolt assembly 230 of easy disassembly is a screw rod, the same in that several to the inclined-plane after pressing through hammer also are set on the said screw rod as the outward flange of hex nut, can turn this screw rod through spanner, this first bolt assembly 230 of easy disassembly.
In the preferred implementation of seat in the plane of the present invention attachment device; In conjunction with shown in Figure 2; Fig. 2 is the left view of the prefabricated assembled building operations of the present invention with whole climbing scaffold seat in the plane attachment device, is example to utilize the slit between the adjacent two prefabricated PC wallboards of the left and right sides, and is concrete; Each the seat in the plane attachment device that is used for fixing said whole climbing scaffold guide rail main frame 100 can comprise two said built-in fittings 210 of parallel interval arrangement up and down; Preventing that said seat in the plane attachment device from rotating, and increase the connectivity robustness of each seat in the plane attachment device and said concrete wall column, spacing distance between the said built-in fitting 210 and said seat in the plane attachment 300 are suitable.
Further, two said built-in fittings 210 can be connected through a stiffener 220, to improve the whole switching performance of two said built-in fittings 210 and said concrete wall column; Be preferably, said stiffener 220 is connected the end position of said built-in fitting 210, and is located at the top layer of said concrete wall column, and through hook being set with the adhesive power between raising and the said concrete wall column at said version 220 back sides of strengthening.
In the preferred implementation of seat in the plane of the present invention attachment device; In conjunction with shown in Figure 3; Fig. 3 is the front view of the prefabricated assembled building operations of the present invention with whole climbing scaffold seat in the plane attachment device, and is concrete, and said seat in the plane attachment 300 comprises base plate 310, horizontal side plate 320 and vertical side plate 330; Said horizontal side plate 320 is vertically set on the said base plate 310 with vertical side plate 330, and said horizontal side plate 320 is connected with said vertical side plate 330 mutual square crossings, to improve said seat in the plane attachment 300 integral rigidity; Guide bracket 400 bottom surfaces that are used to connect said whole climbing scaffold guide rail main frame 100 can be supported on said horizontal side plate 320 and vertical side plate 330, and the nut of said first bolt assembly 230 and packing ring thereof are fixed on said horizontal side plate 320 and vertically on the base plate 310 between the side plate 330.
In conjunction with shown in Figure 2, said seat in the plane attachment 300 also comprises the top board 350 that is vertically set on said base plate top, to improve the whole torsional property of said seat in the plane attachment 300; Place, slit between the neighbouring prefabricated PC wallboard can be stretched in the base of said top board 350.Also be vertically installed with the bending resistance backing plate 360 that is supported on the said concrete wall column at the base plate back side of said seat in the plane attachment 300, to reduce the pressure that said prefabricated PC wallboard is caused; Said bending resistance backing plate 360 is positioned on the adaptive through hole line that passes two said first bolt assembly, 230 screw rods, forms the bead structures that supports said first bolt assembly 230, to prevent 230 flexural deformations of said first bolt assembly; Said bending resistance backing plate 360 stretches into place, slit between the said prefabricated PC wallboard, to compensate the decline that said seat in the plane attachment 300 integral rigidity is caused because of said through hole.
In conjunction with shown in Figure 1, on said seat in the plane attachment 300, also be provided with suspension centre assembly 500, said suspension centre assembly 500 is positioned at said guide bracket 400 1 sides, is fixed on through steady pin 530 on the base plate of said seat in the plane attachment 300.
Concrete, because when said prefabricated PC wallboard was installed, between the said adjacent prefabricated PC wallboard only there be about 20mm the slit, therefore the high-strength bolt assembly of said first bolt assembly, 230 preferred M16; Accordingly, said second bolt assembly 340 can adopt the bolt assembly of M27 comparatively suitable.
Compare with whole climbing scaffold with prefabricated assembled building operations of the prior art; A kind of prefabricated assembled building operations provided by the present invention is with the seat in the plane attachment device of whole climbing scaffold; Owing to adopted built-in fitting; Utilize the installation slit between the prefabricated PC wallboard, built-in fitting is arranged in advance in the concrete wall column at this place, slit, and connect the guide bracket of whole climbing scaffold through bolt assembly; Avoided on prefabricated PC wallboard perforate to dig a hole, realized the whole external scaffolding that climbs being installed in the prefabricated assembled building outside; Simultaneously, component such as guide bracket, seat in the plane attachment, first bolt assembly and second bolt assembly all can have enough to meet the need and reuse, and also greatly reduce the cost of construction thus.
Should be understood that; The above is merely preferred embodiment of the present invention, is not sufficient to limit technical scheme of the present invention, concerning those of ordinary skills; Within spirit of the present invention and principle; Can increase and decrease according to above-mentioned explanation, replacement, conversion or improvement, and all these technical schemes all should belong to the protection domain of accompanying claims of the present invention.
Claims (10)
1. a prefabricated assembled building operations is with the seat in the plane attachment device of scaffold; It is characterized in that: be used for the guide rail main frame of external scaffolding is fixed between the prefabricated PC wall panels seam of prefabricated assembled building, said seat in the plane attachment device comprises built-in fitting, seat in the plane attachment and the guide bracket that is used to be connected said guide rail main frame; Said built-in fitting is arranged in the concrete wall column at place, slit between the adjacent two prefabricated PC wallboards in advance; Said seat in the plane attachment is fixed on the wall face of said prefabricated PC wall panels seam through first bolt assembly that connects said built-in fitting, and said guide bracket is fixedly connected on the outside of said prefabricated PC wall panels face through second bolt assembly.
2. prefabricated assembled building operations according to claim 1 is with the seat in the plane attachment device of scaffold; It is characterized in that: said built-in fitting is set to bolt sleeve; The inwall of said bolt sleeve is set to the internal thread of adaptive said first bolt assembly, is provided with at the outer wall of said bolt sleeve to be used for the hook that stops said built-in fitting to be deviate from from said concrete wall column.
3. prefabricated assembled building operations according to claim 1 is characterized in that with the seat in the plane attachment device of scaffold: each said seat in the plane attachment device comprises the built-in fitting that two parallel interval are arranged.
4. prefabricated assembled building operations according to claim 3 is characterized in that with the seat in the plane attachment device of scaffold: two said built-in fittings are connected through a stiffener.
5. prefabricated assembled building operations according to claim 4 is characterized in that with the seat in the plane attachment device of scaffold: said stiffener is connected the end position of said built-in fitting.
6. prefabricated assembled building operations according to claim 1 is characterized in that with the seat in the plane attachment device of scaffold: said seat in the plane attachment comprises base plate, horizontal side plate and vertical side plate; Said horizontal side plate is vertically set on the said base plate with vertical side plate, and mutual square crossing is connected between said horizontal side plate and the said vertical side plate.
7. prefabricated assembled building operations according to claim 6 is with the seat in the plane attachment device of scaffold; It is characterized in that: said seat in the plane attachment also comprises the top board that is vertically set on said base plate top, and place, slit between the neighbouring prefabricated PC wallboard is stretched on the base of said top board.
8. prefabricated assembled building operations according to claim 6 is with the seat in the plane attachment device of scaffold; It is characterized in that: on the attachment of said seat in the plane, also be provided with the suspension centre assembly; Said suspension centre assembly is positioned at said guide bracket one side, is fixed on the said base plate through steady pin.
9. prefabricated assembled building operations according to claim 1 is characterized in that with the seat in the plane attachment device of scaffold: said first bolt assembly adopts the bolt assembly of M16.
10. prefabricated assembled building operations according to claim 1 is characterized in that with the seat in the plane attachment device of scaffold: said second bolt assembly adopts the bolt assembly of M27.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210008813 CN102535830B (en) | 2012-01-12 | 2012-01-12 | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210008813 CN102535830B (en) | 2012-01-12 | 2012-01-12 | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102535830A true CN102535830A (en) | 2012-07-04 |
| CN102535830B CN102535830B (en) | 2013-06-26 |
Family
ID=46343722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201210008813 Active CN102535830B (en) | 2012-01-12 | 2012-01-12 | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102535830B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103332555A (en) * | 2013-07-10 | 2013-10-02 | 嘉兴市华东建设机械有限公司 | Wall attaching frame provided with built-in counter weight and used for elevator |
| CN103526920A (en) * | 2013-11-04 | 2014-01-22 | 江苏申锡建筑机械有限公司 | Closeable and openable guide base of attached lifting scaffold |
| CN104153557A (en) * | 2014-07-09 | 2014-11-19 | 成都绿迪科技有限公司 | Frame guide rail type attached lifting scaffold |
| CN107060312A (en) * | 2017-04-28 | 2017-08-18 | 天长市华利机械实业有限公司 | One kind is used for the overall fixing device of scaffold |
| CN109823433A (en) * | 2019-01-23 | 2019-05-31 | 深圳市特辰科技股份有限公司 | A kind of hook type robot climbing frame and its climb building method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2646282Y (en) * | 2003-09-06 | 2004-10-06 | 江苏金土木建设集团有限公司第七分公司 | Wall connecting member of scaffold |
| JP2004300838A (en) * | 2003-03-31 | 2004-10-28 | Daiwa House Ind Co Ltd | Temporary scaffold |
| CN201460186U (en) * | 2009-06-26 | 2010-05-12 | 晋中市金冠建筑脚手架工程有限公司 | Adhesive lifting scaffold |
| CN201486127U (en) * | 2009-03-05 | 2010-05-26 | 通州市第二建筑安装工程公司 | Embedded adhering device of climbing scaffold |
| CN201546439U (en) * | 2009-11-11 | 2010-08-11 | 贺昌义 | Adhesive lifting scaffolding |
-
2012
- 2012-01-12 CN CN 201210008813 patent/CN102535830B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004300838A (en) * | 2003-03-31 | 2004-10-28 | Daiwa House Ind Co Ltd | Temporary scaffold |
| CN2646282Y (en) * | 2003-09-06 | 2004-10-06 | 江苏金土木建设集团有限公司第七分公司 | Wall connecting member of scaffold |
| CN201486127U (en) * | 2009-03-05 | 2010-05-26 | 通州市第二建筑安装工程公司 | Embedded adhering device of climbing scaffold |
| CN201460186U (en) * | 2009-06-26 | 2010-05-12 | 晋中市金冠建筑脚手架工程有限公司 | Adhesive lifting scaffold |
| CN201546439U (en) * | 2009-11-11 | 2010-08-11 | 贺昌义 | Adhesive lifting scaffolding |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103332555A (en) * | 2013-07-10 | 2013-10-02 | 嘉兴市华东建设机械有限公司 | Wall attaching frame provided with built-in counter weight and used for elevator |
| CN103332555B (en) * | 2013-07-10 | 2016-02-03 | 嘉兴市华东建设机械有限公司 | The built-in elevator wall-attached frame of a kind of counterweight |
| CN103526920A (en) * | 2013-11-04 | 2014-01-22 | 江苏申锡建筑机械有限公司 | Closeable and openable guide base of attached lifting scaffold |
| CN104153557A (en) * | 2014-07-09 | 2014-11-19 | 成都绿迪科技有限公司 | Frame guide rail type attached lifting scaffold |
| CN107060312A (en) * | 2017-04-28 | 2017-08-18 | 天长市华利机械实业有限公司 | One kind is used for the overall fixing device of scaffold |
| CN109823433A (en) * | 2019-01-23 | 2019-05-31 | 深圳市特辰科技股份有限公司 | A kind of hook type robot climbing frame and its climb building method |
| CN109823433B (en) * | 2019-01-23 | 2021-10-08 | 深圳市特辰科技股份有限公司 | Hook type robot climbing frame and stair climbing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102535830B (en) | 2013-06-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3218530U (en) | Central assembly steel structure | |
| CN103015572B (en) | The method of attachment of body of wall and floor and special syndeton thereof and ready-package house | |
| CN202831235U (en) | Assembled pitch joint of rectangular steel pipe column and H-shaped steel girder of internally installed sleeve | |
| CN102535830B (en) | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building | |
| CN106869368A (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
| CN106906984A (en) | A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure and its construction method | |
| CN213329955U (en) | Flower basket diagonal rod type overhanging scaffold | |
| CN203066412U (en) | Installing component of plug-in quickly-installed boards | |
| CN102561689B (en) | Construction method for cantilever lifting scaffold | |
| CN202023348U (en) | Hanging-opening type scaffold | |
| CN105347142A (en) | Plate penetrating installing method for installing construction lifting machine on basement top plate | |
| CN211200882U (en) | Steel construction conversion layer furred ceiling | |
| CN204001289U (en) | There is the light steel keel partition that carries the arm of encorbelmenting | |
| CN103741961A (en) | Aseismic strengthening method for adding pin key and hidden beam for prefabricated round hole plate of existing building | |
| CN103967178B (en) | A kind of non-upright post curtain wall corner structure | |
| CN216042835U (en) | Layer adding device with light wall board for raising frame structure | |
| CN103195162B (en) | Standard unit assembled energy dissipating and damping structure system | |
| CN211873507U (en) | Net rack bolt ball support connecting system | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
| CN210366509U (en) | Construction elevator capable of being integrally hoisted and installed | |
| CN106760169A (en) | Wall body structure with light steel wallboard | |
| CN108412101B (en) | Steel structure integrated floor slab and construction method thereof | |
| CN205668902U (en) | There is attachment self tower crane of foundation underpinning device | |
| CN205242981U (en) | Concrete construction operation platform | |
| CN104295103A (en) | Prefabricated outer wallboard installation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Ziqiao Inventor after: Zhang Chengliang Inventor after: Xu Cao Inventor after: Shen Haiyan Inventor after: Wang Xinpeng Inventor after: Liu Jing Inventor after: Liang Zhen Inventor after: Li Shizhong Inventor before: Li Ziqiao Inventor before: Xu Cao Inventor before: Zhang Chengliang Inventor before: Shen Haiyan Inventor before: Wang Xinpeng Inventor before: Liu Jing |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LI ZIQIAO XU CAO ZHANG CHENGLIANG SHEN HAIYAN WANG XINPENG LIU JING TO: LI ZIQIAO ZHANG CHENGLIANG XU CAO SHEN HAIYAN WANG XINPENG LIU JING LIANG ZHEN LI SHIZHONG |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20230214 Granted publication date: 20130626 |