CN106275300B - The attachment means of Very Large Floating Structure module based on flexible link - Google Patents
The attachment means of Very Large Floating Structure module based on flexible link Download PDFInfo
- Publication number
- CN106275300B CN106275300B CN201610663059.8A CN201610663059A CN106275300B CN 106275300 B CN106275300 B CN 106275300B CN 201610663059 A CN201610663059 A CN 201610663059A CN 106275300 B CN106275300 B CN 106275300B
- Authority
- CN
- China
- Prior art keywords
- flexible link
- pedestal
- floating structure
- attachment means
- structure module
- 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.)
- Active
Links
- 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 abstract description 50
- 239000002184 metal Substances 0.000 claims description 14
- 229920002994 synthetic fiber Polymers 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 5
- 238000012856 packing Methods 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 230000006835 compression Effects 0.000 abstract description 8
- 238000007906 compression Methods 0.000 abstract description 8
- 238000002474 experimental method Methods 0.000 description 3
- 238000013519 translation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 210000004508 polar body Anatomy 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B1/00—Devices for securing together, or preventing relative movement between, constructional elements or machine parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B2221/00—Methods and means for joining members or elements
- B63B2221/20—Joining substantially rigid elements together by means that allow one or more degrees of freedom, e.g. hinges, articulations, pivots, universal joints, telescoping joints, elastic expansion joints, not otherwise provided for in this class
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Pivots And Pivotal Connections (AREA)
Abstract
A kind of attachment means of the Very Large Floating Structure module based on flexible link, including：Two pedestals, two ball shape hinge bars, spherical hinged-support, more flexible links and supporting multiple attaching nuts and multiple adjusting washer (disk)s with flexible link；One end of spherical hinge bar described in two is individually fixed on the inner surface of the pedestal described in two, the other end is connected by described spherical hinged-support respectively, and two angles between ball shape hinge bar is in 180 degree, described adjusting washer (disk) is positioned in pedestal perforation, the both ends of described flexible link are separately fixed on the pedestal described in two, and are evenly distributed on the periphery of the pedestal.The present invention is used to connect two independent floating structure modules, tension and compression stress and resistance flexion torsion torque are resisted caused by the device being made up of pedestal, spherical hinge bar, spherical hinged-support, flexible link, attaching nut and adjusting washer (disk), hinders the relative motion between two independent floating structure modules of limitation.The apparatus structure is simple, is easy to maintain, can the effective relative motion limited between two independent floating structure modules.
Description
Technical field
The present invention relates to a kind of device of field of ocean engineering, specifically a kind of super large based on flexible link
The attachment means of type floating structure module.
Technical background
Very large floating structures are due to enormous size, and purposes is different, and from maintenance and using angle, it is tied
Structure is necessarily modular, and the connector connected between module is just particularly important.
Globular hinge class Very Large Floating Structure modular connection, major limitation ultra-large type floating used at present
Translation of the works intermodule along three orthogonal directions, it is difficult to limit the rotation around three normal axis.
Patent publication No. CN102975822A discloses a kind of very large floating structures intermodule connector and company
Connect method.Its connector includes at least two pairs positive polar bodies and negative electrode being arranged in groups, and positive polar body includes positive pole shell and positive pole
Axis, positive pole axis are inlaid in positive pole axial central through hole；First push action cylinder is arranged on rear side of the second revolving body, first time
For swivel in the first funnel-form necking, the negative pole axial central through hole of negative electrode butt end radially extends into horn mouth, loudspeaker
Mouth rear end is provided with negative pole jump ring, and the second push action cylinder is arranged on the one end of negative pole axial central through hole away from negative electrode butt end
On.The connection method of the invention is promoted using push action cylinder and moves or retract outside positive pole axis.Though two ultra-large types can be limited simultaneously to float
Translation of the formula works intermodule along three orthogonal directions and the rotation around three normal axis, but the attachment means designed by it are
A kind of active attachment means are, it is necessary to which hydraulic system drives specific connecting elements.Two Very Large Floating Structure intermodules simultaneously
Tension and compression stress caused by relative motion and flexion torsion torque are born by same connecting elements, easily make this connecting elements and
Its pedestal stress is excessive, causes Joint failure even destructurized.
The content of the invention
For above the deficiencies in the prior art, the present invention provides a kind of Very Large Floating Structure module based on flexible link
Attachment means, wherein spherical hinge bar and spherical hinged-support bear main tension and compression stress, flexible link bears whole flexion torsions
Torque and part tension and compression stress, i.e., by pedestal, spherical hinge bar, spherical hinged-support, flexible link form device caused by support
Tension compression and resistance flexion torsion torque, hinder the relative motion between two independent floating structure modules of limitation.
The apparatus structure is simple, is easy to maintain, can the effective relative motion limited between two independent floating structure modules.
The present invention is achieved by the following technical solutions：
A kind of attachment means of the Very Large Floating Structure module based on flexible link, including：Two pedestals, two ball shapes
Hinge bar, spherical hinged-support, more flexible links and supporting multiple attaching nuts and multiple adjusting washer (disk)s with flexible link；
One end of spherical hinge bar described in two is individually fixed on the inner surface of the pedestal described in two, the other end point
It is not connected by described spherical hinged-support, and the angle between two ball shape hinge bars is in 180 degree, described flexible link
Both ends are separately fixed on the pedestal described in two, and are evenly distributed on the periphery of the pedestal.
The pedestal is circular or octagon, and pedestal is provided with eight perforation, and the perforation is evenly distributed in several with pedestal
What center is on the circumference in the center of circle.
The more flexible links are eight, and fixed connection point of eight flexible links on same pedestal divides equally same circle
Week, this round heart are pedestal geometric center, and the diameter parallel of the axis of the flexible link and two ball shape hinge bars
Apparatus of the present invention are as an entirety, using pedestal outer surface as joint face, with floating structure module or other realities
Experiment device is connected.
Described flexible link is metal or synthetic material, and there is external screw thread at its both ends.
The moment of flexure and moment of torsion of described flexible link resistance floating structure intermodule, by choosing appropriate flexible bar material
With attachment means of the diameter customization with specific bending resistance, torsional rigidity.
Described flexible link directly can coordinate with the perforation on pedestal, or be coordinated by adjusting washer (disk) and perforation.
Described flexible link both ends after two pedestals are each passed through, by attaching nut by flexible link be fixed on two pedestals it
Between.
Described spherical hinge bar is metal or synthetic material, and its one end is connected to form spherical linkage with spherical hinged-support,
Its other end is weldingly fixed on pedestal geometric center, and the axis of the spherical hinge bar overlaps with the axis of pedestal.
Described spherical hinged-support is metal or synthetic material.
Described adjusting washer (disk) is positioned in pedestal perforation, and flexible link can pass freely through packing ring.
Described adjusting washer (disk) is metal or synthetic material, its inner peripheral surface and the equal non-threaded of outer peripheral surface.
Its thickness of described adjusting washer (disk) depends on flexible link and the fit clearance of pedestal perforation, by suitably choosing regulation
The thickness and material of pad, the flexible link of different-diameter and pedestal is set to perforate and effectively coordinate.
Described attaching nut is metal or synthetic material, and fastening can be connected with flexible link end thread.
The present apparatus should measure its anti-tensile, compressive, bending, the rigidity turned round before model test is carried out by measurement apparatus, to confirm
Meet the requirement of model test.
The present invention operation principle be：By one or more new Very Large Floating Structure modular connections connections with
Between two independent floating structure modules or other experimental simulation devices.By the change of actual environment or experiment condition, two
Individual independent floating structure module or other experimental simulation devices can produce relative motion, including along three orthogonal directions
Translation and the rotation around three normal axis.The spherical hinge bar of the present apparatus and spherical hinged-support bear main tension and compression stress, flexible
Bar bears whole flexion torsion torques and part tension and compression stress, i.e., by pedestal, spherical hinge bar, spherical hinged-support, flexible link,
Resistance tension and compression stress caused by the device that attaching nut and adjusting gasket form and resistance flexion torsion torque, obstruction and limitation two
Relative motion between independent floating structure module.
Compared with prior art, the beneficial effects of the invention are as follows：The apparatus structure is simple, definite functions, be easily installed and
Safeguard, flexibility is strong, applied widely, can be customized according to the yardstick of works model specific bending rigidity flexible bar material and
Diameter, can the effective relative motion limited between two independent floating structure modules or other experimental provisions.
Brief description of the drawings
Fig. 1 is the top view of the attachment means of the Very Large Floating Structure module of the invention based on flexible link.
Fig. 2 is elevational cross-sectional view of the present invention along plane where its axis.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 and Fig. 2 are referred to, Fig. 1 is the attachment means of the Very Large Floating Structure module of the invention based on flexible link
Top view, Fig. 2 is elevational cross-sectional view of the present invention along plane where its axis.It is as illustrated, a kind of super based on flexible link
The attachment means of very large floating structure module, including：Two pedestals 1, two ball shape hinge bars 2, spherical hinged-support 3, more
Flexible link 4, multiple attaching nuts 5 and multiple adjusting washer (disk)s 6；
One end of spherical hinge bar 2 described in two is individually fixed on the inner surface of the pedestal 1 described in two, the other end
It is connected respectively by described spherical hinged-support 3, and the angle between two ball shape hinge bars 2 is in 180 degree, described flexibility
The both ends of bar 4 are separately fixed on the pedestal 1 described in two, and are evenly distributed on the periphery of the pedestal 1.
The pedestal 1 is circular or octagon, and pedestal is provided with eight perforation, and the perforation is evenly distributed in several with pedestal
What center is on the circumference in the center of circle.
The described perforation being each passed through with flexible link 4 on two pedestals 1, flexible link 4 is fixed with two attaching nuts 5 afterwards
Between two pedestals 1.
The adjusting washer (disk) 6 told is metal or synthetic material, is positioned in the perforation of pedestal 1, for coordinating the He of flexible link 4
The gap of perforation.The flexible link 4 being relatively large in diameter selects relatively thin adjusting washer (disk) 6, and the less flexible link 4 of diameter selects thicker tune
Save packing ring 6.
Flexible link 4 is eight in the present embodiment, and fixed connection point of eight flexible links 4 on same pedestal 1 is respectively same
Individual circumference, this round heart are pedestal geometric center, and the diameter parallel of the axis of the flexible link and two ball shape hinge bars.It is described
Flexible link 4 be metal or synthetic material, there is external screw thread at its both ends.Described flexible link 4 resists floating structure intermodule
Moment of flexure and moment of torsion, filled by the material and diameter customization of choosing appropriate flexible link 4 with specific bending resistance, the connection of torsional rigidity
Put.
Described spherical hinge bar 2 is metal or synthetic material, and its one end is connected to form spherical hinge with spherical hinged-support 3
Chain, its other end are weldingly fixed on the geometric center of pedestal 1, and the axis of the spherical hinge bar 2 overlaps with the axis of pedestal 1.It is described
Spherical hinged-support 3 be metal or synthetic material.
Using Very Large Floating Structure modular connection as an entirety, using pedestal outer surface as joint face, with floating
Formula works module or other experimental provisions are connected, to hinder and limit two independent floating structure modules or other experiments
Relative motion between device.
It should be noted last that the above embodiments are merely illustrative of the technical solutions of the present invention and it is unrestricted, although ginseng
The present invention is described in detail according to preferred embodiment, it will be understood by those within the art that, can be to invention
Technical scheme is modified or equivalent substitution, and without departing from the spirit and scope of technical solution of the present invention, it all should cover
Among scope of the presently claimed invention.
Claims (13)
1. a kind of attachment means of the Very Large Floating Structure module based on flexible link, it is characterized in that, including：Two pedestals,
Two ball shape hinge bars, spherical hinged-support, more flexible links and supporting multiple attaching nuts and multiple tune with flexible link
Save packing ring；
One end of spherical hinge bar described in two is individually fixed on the inner surface of the pedestal described in two, and the other end leads to respectively
Described spherical hinged-support is crossed to be connected, and the angle between two ball shape hinge bars is in 180 degree, described adjusting washer (disk) is placed
In in pedestal perforation；The both ends of described flexible link are each passed through the pedestal described in two, and are consolidated respectively with attaching nut
It is scheduled between two pedestals, described flexible link is evenly distributed on the periphery of the pedestal.
2. the attachment means of the Very Large Floating Structure module according to claim 1 based on flexible link, it is characterized in that,
The pedestal is circular or octagon, and pedestal is provided with eight perforation, the perforation be evenly distributed in using pedestal geometric center as
On the circumference in the center of circle.
3. the attachment means of the Very Large Floating Structure module according to claim 2 based on flexible link, it is characterized in that,
The more flexible links are eight, and fixed connection point of eight flexible links on same pedestal divides equally same circumference, and this is round
The heart is pedestal geometric center, and the diameter parallel of the axis of the flexible link and two ball shape hinge bars.
4. the attachment means of the Very Large Floating Structure module according to claim 2 based on flexible link, it is characterized in that,
Described perforation non-threaded, can pass freely through flexible link, and flexible link is fastened by the external screw thread of its end by attaching nut.
5. the attachment means of the Very Large Floating Structure module according to claim 1 based on flexible link, it is characterized in that,
Attachment means, using pedestal outer surface as joint face, are connected as an entirety with floating structure module or other experimental provisions
Connect.
6. according to the attachment means of any described Very Large Floating Structure modules based on flexible link of claim 1-5, its
It is characterized in, described flexible link is metal or synthetic material, and there is external screw thread at its both ends.
7. the attachment means of the Very Large Floating Structure module according to claim 6 based on flexible link, it is characterized in that,
Described flexible link is used for the moment of flexure and moment of torsion for resisting floating structure intermodule, by the appropriate flexible bar material of selection and directly
Footpath customization is with specific bending resistance, the attachment means of torsional rigidity.
8. the attachment means of the Very Large Floating Structure module according to claim 2 based on flexible link, it is characterized in that,
Described adjusting washer (disk) is positioned in pedestal perforation, and flexible link can pass freely through packing ring.
9. the attachment means of the Very Large Floating Structure module according to claim 8 based on flexible link, it is characterized in that,
Described adjusting washer (disk) is metal or synthetic material, its inner peripheral surface and the equal non-threaded of outer peripheral surface.
10. the attachment means of the Very Large Floating Structure module according to claim 9 based on flexible link, its feature
It is that its thickness of described adjusting washer (disk) depends on flexible link and the fit clearance of pedestal perforation, by suitably choosing adjusting gasket
Thickness and material, enable different-diameter flexible link and pedestal perforation effectively coordinate.
11. the attachment means of the Very Large Floating Structure module according to claim 1 based on flexible link, its feature
It is：Described spherical hinge bar is metal or synthetic material, and its one end is connected to form spherical linkage with spherical hinged-support, and its is another
End is weldingly fixed on pedestal geometric center, and the axis of the spherical hinge bar overlaps with the axis of pedestal.
12. the attachment means of the Very Large Floating Structure module according to claim 1 based on flexible link, its feature
It is：Described spherical hinged-support is metal or synthetic material.
13. the attachment means of the Very Large Floating Structure module according to claim 1 based on flexible link, its feature
It is：Described attaching nut is metal or synthetic material, and fastening can be connected with flexible link end thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610663059.8A CN106275300B (en) | 2016-08-12 | 2016-08-12 | The attachment means of Very Large Floating Structure module based on flexible link |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610663059.8A CN106275300B (en) | 2016-08-12 | 2016-08-12 | The attachment means of Very Large Floating Structure module based on flexible link |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106275300A CN106275300A (en) | 2017-01-04 |
| CN106275300B true CN106275300B (en) | 2018-01-12 |
Family
ID=57669808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610663059.8A Active CN106275300B (en) | 2016-08-12 | 2016-08-12 | The attachment means of Very Large Floating Structure module based on flexible link |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106275300B (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107380363B (en) * | 2017-08-01 | 2019-04-19 | 湖南大学 | A kind of flexible connector |
| CN107894329B (en) * | 2017-10-30 | 2020-02-04 | 上海交通大学 | Flexible connection test device of ultra-large floating body based on torsion-resistant mechanism and manufacturing method |
| CN108016581B (en) * | 2017-12-27 | 2023-06-30 | 湖南大学 | Active connector |
| CN108422413B (en) * | 2018-06-19 | 2020-01-07 | 哈尔滨工业大学 | Rigidity-variable flexible continuous parallel robot |
| CN109733531B (en) * | 2019-03-01 | 2021-07-06 | 中国船舶科学研究中心（中国船舶重工集团公司第七0二研究所） | Device for actively retarding relative rotation of ultra-large floating body and operation method thereof |
| CN109774875B (en) * | 2019-03-01 | 2021-01-29 | 中国船舶科学研究中心（中国船舶重工集团公司第七0二研究所） | Device for passively slowing down relative rotation of ultra-large floating body |
| CN110562405B (en) * | 2019-09-02 | 2023-05-16 | 江苏科技大学 | Connecting device of large-scale floating structure in ocean |
| CN114715342B (en) * | 2022-05-05 | 2023-08-29 | 中国华能集团清洁能源技术研究院有限公司 | Soft connection mechanism for floating body and offshore floating platform |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2918645A1 (en) * | 1979-05-09 | 1980-11-13 | Gutehoffnungshuette Sterkrade | Offshore platform bending moment counteraction equipment - has tension mechanism and stops inside hemispherical ball-joint shells |
| CN102787552A (en) * | 2012-09-03 | 2012-11-21 | 吴广怀 | Floating structure connected by tension connector with adjustable length |
| CN102975822A (en) * | 2012-11-29 | 2013-03-20 | 江苏现代造船技术有限公司 | Ultra-large ocean floating-structure inter-module connector and connecting method |
| CN103625616B (en) * | 2013-12-06 | 2015-12-30 | 江苏科技大学 | A kind of adaptor union of semi-submerged offshore super large floating structure |
| CN103935479B (en) * | 2014-05-12 | 2016-06-08 | 江苏科技大学 | The flexible mechanical formula junctor being applied between very large floating structures module |
| CN103963935B (en) * | 2014-05-12 | 2016-03-30 | 江苏科技大学 | Be applied to adaptor union and the method for attachment of very large floating structures intermodule |
| CN104514934A (en) * | 2014-12-25 | 2015-04-15 | 苏州道森钻采设备股份有限公司 | Underwater spherical flange connector for connecting submarine pipe |
-
2016
- 2016-08-12 CN CN201610663059.8A patent/CN106275300B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106275300A (en) | 2017-01-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106275300B (en) | The attachment means of Very Large Floating Structure module based on flexible link | |
| CN103827547B (en) | Link actuation device | |
| CN106335610B (en) | A kind of attachment device of Very Large Floating Structure intermodule | |
| CN104895985B (en) | A kind of imitative vibration damping joint, gigot joint | |
| CN105337237B (en) | A kind of flexible extra large cable centralized positioning protective device | |
| JP2019503694A5 (en) | ||
| CN108060295A (en) | A kind of petrochemical pipe is heat-treated clamping device | |
| CN204618797U (en) | A kind of arm masseur | |
| CN204842139U (en) | Twin drum type pellet sieving mechanism | |
| CN207868367U (en) | A kind of waveguide assemblies electrical connector | |
| CN205278554U (en) | Chemical industry equipment pipeline support frame | |
| CN205733047U (en) | Body camshaft hole boring bar medial support structures | |
| CN207919544U (en) | A kind of column cage support device | |
| CN207848160U (en) | A kind of fixed structure of power equipment casing metal plate assembly | |
| CN207093541U (en) | Welded type screw retention set | |
| CN203809479U (en) | Screw anti-loose positioning structure and watchband | |
| CN209311786U (en) | The helmet of rotating device and the application rotating device | |
| CN106151224B (en) | A kind of nut fixing device for Sheet Metal Part | |
| CN213821904U (en) | Gear-like muscle strength simulation straight arm equipment | |
| CN205877378U (en) | Exhaust brake valve rocking arm fixed knot constructs | |
| CN205054387U (en) | Annular external fixation support | |
| CN208226300U (en) | A kind of lightning rod | |
| CN204780616U (en) | Cable twines chartered plane gyro wheel telescoping device | |
| CN209315959U (en) | A kind of medical surgical hemostasis auxiliary device | |
| CN205573486U (en) | Wheel fixing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xu Shengwen Inventor after: Wang Xuefeng Inventor after: Liang Mingxiao Inventor after: Ding Aibing Inventor before: Xu Shengwen Inventor before: Wang Xuefeng Inventor before: Liang Mingxiao Inventor before: Ding Aibing |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231220 Address after: 618 Liangjiang Avenue, Longxing Town, Yubei District, Chongqing Patentee after: Chongqing Research Institute of Shanghai Jiaotong University Address before: 200240 No. 800, Dongchuan Road, Shanghai, Minhang District Patentee before: SHANGHAI JIAO TONG University |