CN102704714A - Suspension type flying airport with stringed inflatable film staggering structure - Google Patents
Suspension type flying airport with stringed inflatable film staggering structure Download PDFInfo
- Publication number
- CN102704714A CN102704714A CN2012101793209A CN201210179320A CN102704714A CN 102704714 A CN102704714 A CN 102704714A CN 2012101793209 A CN2012101793209 A CN 2012101793209A CN 201210179320 A CN201210179320 A CN 201210179320A CN 102704714 A CN102704714 A CN 102704714A
- Authority
- CN
- China
- Prior art keywords
- aerial
- passenger
- airport
- truss
- winds
- 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
- Road Paving Structures (AREA)
Abstract
The invention discloses a suspension type flying airport with a stringed inflatable film staggering structure. The suspension type flying airport comprises a structure part, a suspension part, a transporting part, a gas and power supplying part and a safety part, wherein the structure part comprises upper stringed trusses, vertical supporting rods, a lower string, horizontal supporting rods, pavement slabs and stable ropes; the suspension part comprises upper-part spherical air bags, air-bag pulling ropes and lower-part air bags; the transporting part comprises boarding gallery bridges, an air passenger transferring stations, ropeway pulling ropes, passenger transferring boxes and ground passenger transferring stations; the gas and power supplying part comprises a power generator, an inflator, an inflating pipeline and an electric wire; and the safety part is a wireless visual interphone. The suspension type flying airport provided by the invention has the advantages that the structure part is a stringed wood structure, the suspension part is an inflating film structure, is lifted by utilizing air buoyancy after being assembled on the ground, and can provide a lifting platform and passenger getting on or off services for small business passenger planes, so that the taking-off and landing waiting time of the passenger planes is reduced, and the low-altitude space in cities is fully utilized.
Description
Technical field
The invention belongs to the airport engineering technical field, particularly relate to a kind of the floated aerial airport of string aerated film hybrid structure.
Background technology
In the life, more and more important effect is being brought into play on the airport in modern times.Along with the opening in spatial domain, China low latitude, private small-sized business aircraft has great potential market.Yet China airport is with abroad comparing, and quantity is few, and is private few, and the monomer scale is big, and the flight sortie is many, thereby causes the landing The limited time of private small-sized business aircraft, therefore can't demonstrate fully private small-sized business aircraft flexibly, efficiently, characteristics efficiently.
For this reason, people have proposed the notion on aerial airport, in existing relevant report; Aerial airport is described to aerial aircraft carrier; Be the atomic driven huge aircraft of a kind of dependence, its huge fuselage platform can be used as the apron of aircraft, and aerial airport is around the earth row that do not ground; Near the arrival destination, the aircraft on it will fly away from aerial airport and sail for airport, corresponding ground.Yet still there are many defectives in this imagination, though saved the aviation fuel consumption of single sortie aircraft, limited by ground airfield runway landing sortie capacity and air traffic, can't solve the low problem of present takeoff and landing punctuality rate.And this problem, along with the increasing of private small-sized business aircraft will aggravate gradually.Building privately owned airport perhaps can head it off, but its build, the maintenance and management cost will be well beyond the purchase cost of private small-sized business aircraft, and is unreasonable economically.
Thereby, how combining the type and the handling characteristics of private small-sized business aircraft, the brand-new aerial airport system of design one cover is given full play to the aerial multilevel traffic advantage in open back, spatial domain, low latitude, just becomes China civil aviaton cause and further develops the major issue that is faced.
Summary of the invention
In order to address the above problem, to the object of the present invention is to provide and a kind ofly can shorten private small-sized business takeoff and landing waiting times, alleviate existing aerodrome traffic flow pressure, embody the floated aerial airport of string aerated film hybrid structure that personal aircraft uses the free characteristics of flexible landing.
In order to achieve the above object, provided by the invention the floated aerial airport of string aerated film hybrid structure comprises: structure division, suspension part, transport section and air feed power pack; Described structure division comprises many Pin truss string structure, many cross struts, polylith pavement slab and Duo Gen steadying lines; Every Pin truss string structure comprises the truss that winds up, many vertical struts and last quarter rope, and the truss that wherein winds up is connected through bolted spherical node by many rods and forms; Vertical strut is a rod, and the upper end standoff distance of many vertical struts is installed on a plurality of lower-chord panel points of the truss that winds up; Last quarter rope is a steel cable, and two ends link to each other with the both ends node of the truss that winds up respectively, and the lower end of middle part and many vertical struts joins; Cross struts is a rod, and many cross struts standoff distances are connected corresponding the winding up between node on the adjacent truss that winds up; Pavement slab is a rectangle high-strength light composite plate, and polylith pavement slab level is connected between the upper end of the adjacent truss that winds up, and constitutes aerial airfield pavement thus; Steadying line is a steel cable, and an end is connected on the endpoint node of the truss that winds up, and the other end is connected the top of surface structures; Described suspension part comprises a plurality of tops spherical envelope, many air bag drag-lines and a plurality of bottoms air bag; Its middle and upper part spherical envelope and bottom air bag are processed by high-strength film, and inside is full of the gas of density less than air, and each top spherical envelope is connected on the node that winds up of the truss end of winding up through at least one air bag drag-line; A plurality of bottoms air bag is separately positioned on by in the truss that winds up, the adjacent two a plurality of zones that vertical strut and last quarter rope surrounded; Described transport section comprises that a plurality of air bridges, a plurality of aerial passenger transport the station, many cableway drag-lines, a plurality of passenger's tote box and a plurality of ground passengers transport the station; Wherein a plurality of air bridges and a plurality of aerial passenger transport the station and are arranged on the aerial airfield pavement, and air bridge is a Collapsible structure, and the one of which end can be stopped the back that finishes at aircraft and dock with the fuselage boarding gate, and the other end transports the station with aerial passenger and is connected; Aerial passenger transports the station and transports the station through the cableway drag-line with the ground passenger who is positioned at the surface structures top and be connected, and every cableway drag-line is provided with several passenger's tote boxs; The air feed power pack comprises that being installed in aerial passenger transports generator and inflator in the station, and wherein generator is used to drive air bridge and inflator work; Inflator is connected through gas ducting with the bottom air bag with the top spherical envelope.
Described the floated aerial airport of string aerated film hybrid structure also comprises the security part, and described Security Department(SED) is divided into many wireless visible Walkie talkies, be separately positioned on aerial passenger transport the station and the ground passenger transport in the station, be used for the communication between two places.
Be connected with 3 air bag drag-lines on the described top spherical envelope.
Described generator is the Remote formula.
Described a plurality of aerial passenger transports the position, both sides that the station is arranged on aerial airfield pavement, for the aircraft passenger's use up and down from the different directions landing.
Provided by the invention the floated aerial airport of string aerated film hybrid structure is a kind of brand-new aerial airport notion; It opens beam string structure and air-supported membrane structure hybridization with tradition; Form the floated space structures of novel large span thus, utilize aerostatic buoyancy that climbing power is provided, utilize the steadying line be connected between itself and the existing surface structures top that lower pulling force is provided simultaneously; Thereby guarantee the skyborne balance and stability in floated aerial airport, utilize the ropeway technology to realize passenger traffic again.It has following advantage: 1) energy demand is little: homeplate utilizes aerostatic buoyancy lift-off, only needs to give airbag aeration according to actual conditions, therefore only needs the electric power of very small amount can keep structure and is in suspended state for a long time.2) airport is arranged on the sky, city, does not take the urban space.3) owing to specialize in private baby plane landing, the landing time is flexible, has shortened the distance between airport and the city simultaneously.4) private baby plane carrying capacity is light, fieldlength is short, passengers quantity is few, and is low to suspending power, landing airdrome length and cableway movement requirement, therefore utilizes a string aerated film hybrid structure safe and reliable.5) purposes is various: can be used as civic landscape, tourist attractions and the small-sized military aircraft platform etc. of making preparation for dropping.6) easy construction: finishing the back inflation at installation on ground can go up to the air.7) repair and maintenance is convenient: during maintenance repair, the maintenance personal can take on the cableway and to aerial airfield pavement, overhaul on the spot, and overhaul if desired then can bleed off air in the part air bag, and the airport platform is taked corresponding overhaul measure after dropping to safe altitude again.8) give full play to material property: the structure division on floated aerial airport adopts wooden construction, has given full play to wooden construction from heavy and light, material property characteristics that tension pressure energy power is strong, thereby has utilized the aerostatic buoyancy to realize that low energy consumption suspends.
Description of drawings
Fig. 1 is provided by the invention the floated aerial airport of string aerated film hybrid structure structure side view under the normal condition of no aircraft landing.
Fig. 2 has provided by the invention the floated aerial airport of string aerated film hybrid structure structure side view under the working condition of aircraft landing.
Fig. 3 is provided by the invention the floated aerial airport of string aerated film hybrid structure structure side view under the maintenance situation.
Fig. 4 is provided by the invention the floated aerial airport of string aerated film hybrid structure structure elevation (contain pavement slab, do not contain aerial passenger transport station and cableway drag-line).
Fig. 5 is the structure elevation (contain aerial passenger and transport station and cableway drag-line) on provided by the invention the floated aerial airport of string aerated film hybrid structure.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment provided by the invention the floated aerial airport of string aerated film hybrid structure is elaborated.
Like Fig. 1-shown in Figure 5, provided by the invention the floated aerial airport of string aerated film hybrid structure comprises: described the floated aerial airport of string aerated film hybrid structure comprises: structure division, part, transport section and air feed power pack suspend; Described structure division comprises many Pin truss string structure, many cross struts 9, polylith pavement slab 10 and Duo Gen steadying lines 11; Every Pin truss string structure comprises the truss 6 that winds up, many vertical struts 7 and last quarter rope 8, and the truss 6 that wherein winds up is connected through bolted spherical node by many rods and forms; Vertical strut 7 is a rod, and the upper end standoff distance of many vertical struts 7 is installed on a plurality of lower-chord panel points of the truss 6 that winds up; Last quarter rope 8 is a steel cable, and two ends link to each other with the both ends node of the truss 6 that winds up respectively, and the lower end of middle part and many vertical struts 7 joins; Cross struts 9 is a rod, and many cross struts 9 standoff distances are connected corresponding the winding up between node on the adjacent truss 6 that winds up; Pavement slab 10 is a rectangle high-strength light composite plate, and polylith pavement slab 10 levels are connected between the upper end of the adjacent truss 6 that winds up, and constitute aerial airfield pavement thus; Steadying line 11 is a steel cable, and an end is connected on the endpoint node of the truss 6 that winds up, and the other end is connected the top of surface structures 1; Described suspension part comprises a plurality of tops spherical envelope 13, many air bag drag-lines 14 and a plurality of bottoms air bag 15; Its middle and upper part spherical envelope 13 is processed by high-strength film with bottom air bag 15, and inside is full of the gas of density less than air, and each top spherical envelope 13 is connected on the node that winds up of truss 6 ends of winding up through at least one air bag drag-line 14; A plurality of bottoms air bag 15 is separately positioned in a plurality of zones that surrounded by the truss 6 that winds up, adjacent two vertical struts 7 and last quarter rope 8; Described transport section comprises that a plurality of air bridge 16, a plurality of aerial passenger transport station 17, many cableway drag-lines 18, a plurality of passenger's tote box 19 and a plurality of ground passengers transport station 20; Wherein a plurality of air bridges 16 transport station 17 with a plurality of aerial passengers and are arranged on the aerial airfield pavement, and air bridge 16 is a Collapsible structure, and the one of which end can be stopped the back that finishes at aircraft and dock with the fuselage boarding gate, and the other end transports station 17 with aerial passenger and is connected; Aerial passenger transports station 17 and transports to stand through cableway drag-line 18 and the ground passenger who is positioned at surface structures 1 top and 20 be connected, and every cableway drag-line 18 is provided with several passenger's tote boxs 19; The air feed power pack comprises that being installed in aerial passenger transports generator and inflator in the station 17, and wherein generator is used to drive air bridge 16 and inflator work; Inflator is connected through gas ducting with top spherical envelope 13 and bottom air bag 15.
Described the floated aerial airport of string aerated film hybrid structure also comprises the security part, and described Security Department(SED) is divided into many wireless visible Walkie talkies, be separately positioned on aerial passenger transport the station 17 with the ground passenger transport the station 20 in, be used for the communication between two places.
Be connected with 3 air bag drag-lines 14 on the described top spherical envelope 13.
Described generator is the Remote formula.
Described a plurality of aerial passenger transports the position, both sides that station 17 is arranged on aerial airfield pavement, for the aircraft passenger's use up and down from the different directions landing.
Provided by the invention the floated aerial Airport Operation mode of string aerated film hybrid structure set forth as follows: private small-sized business aircraft 2 is before landing, and there is prestressing force in steadying line 11 inside on this aerial airport at present, therefore is in tensile state as shown in Figure 1.After private small-sized business aircraft 2 landing, aerial airport will move down a bit of distance, but small-sized business aircraft 2 deadweight this moment balances each other with the minimizing of steadying line 11 internal force, and structure still is in stable state thus, and this moment, state was as shown in Figure 2.If aerial airport needs overhaul, can bleed off the air in the part air bag 13,15; At this moment aerial airport will drop to safe altitude as shown in Figure 3, and then take corresponding overhaul measure, and overhaul finishes back control generator and switches on to inflator; Be air bag 13; 15 inflations, aerial airport rises to design height once more, can recover the ability of normally opening the navigation or air flight.
Claims (5)
1. open the floated aerial airport of string aerated film hybrid structure for one kind, it is characterized in that: described the floated aerial airport of string aerated film hybrid structure comprises: structure division, suspension part, transport section and air feed power pack; Described structure division comprises many Pin truss string structure, many cross struts (9), polylith pavement slab (10) and many steadying lines (11); Every Pin truss string structure comprises the truss that winds up (6), many vertical struts (7) and last quarter rope (8), and the truss (6) that wherein winds up is formed through the bolted spherical node connection by many rods; Vertical strut (7) is a rod, and the upper end standoff distance of many vertical struts (7) is installed on a plurality of lower-chord panel points of the truss that winds up (6); Last quarter rope (8) is a steel cable, and two ends link to each other with the both ends node of the truss that winds up (6) respectively, and the lower end of middle part and many vertical struts (7) joins; Cross struts (9) is a rod, and many cross struts (9) standoff distance is connected corresponding the winding up between node on the adjacent truss that winds up (6); Pavement slab (10) is a rectangle high-strength light composite plate, and polylith pavement slab (10) level is connected between the upper end of the adjacent truss that winds up (6), constitutes aerial airfield pavement thus; Steadying line (11) is a steel cable, and an end is connected on the endpoint node of the truss that winds up (6), and the other end is connected the top of surface structures (1); Described suspension part comprises a plurality of tops spherical envelope (13), many air bag drag-lines (14) and a plurality of bottoms air bags (15); Its middle and upper part spherical envelope (13) and bottom air bag (15) are processed by high-strength film, and inside is full of the gas of density less than air, and each top spherical envelope (13) is connected on the node that winds up of the truss that winds up (6) end through at least one air bag drag-line (14); A plurality of bottoms air bags (15) are separately positioned in a plurality of zones that surrounded by the truss that winds up (6), adjacent two vertical struts (7) and last quarter rope (8); Described transport section comprises that a plurality of air bridges (16), a plurality of aerial passenger transport station (17), many cableway drag-lines (18), a plurality of passenger's tote box (19) and a plurality of ground passenger and transport station (20); Wherein a plurality of air bridges (16) and a plurality of aerial passenger transport station (17) and are arranged on the aerial airfield pavement; Air bridge (16) is a Collapsible structure; The one of which end can be stopped the back that finishes at aircraft and dock with the fuselage boarding gate, and the other end transports station (17) with aerial passenger and is connected; Aerial passenger transports station (17) and transports station (20) through cableway drag-line (18) with the ground passenger who is positioned at surface structures (1) top and be connected, and every cableway drag-line (18) is provided with several passenger's tote boxs (19); The air feed power pack comprises that being installed in aerial passenger transports generator and inflator in the station (17), and wherein generator is used to drive air bridge (16) and inflator work; Inflator is connected through gas ducting with bottom air bag (15) with top spherical envelope (13).
2. according to claim 1 the floated aerial airport of string aerated film hybrid structure; It is characterized in that: described the floated aerial airport of string aerated film hybrid structure also comprises the security part; Described Security Department(SED) is divided into many wireless visible Walkie talkies; Be separately positioned on that aerial passenger transports station (17) and the ground passenger transports in the station (20), be used for the communication between two places.
3. according to claim 1 the floated aerial airport of string aerated film hybrid structure is characterized in that: be connected with 3 air bag drag-lines (14) on the described top spherical envelope (13).
4. according to claim 1 the floated aerial airport of string aerated film hybrid structure, it is characterized in that: described generator is the Remote formula.
5. according to claim 1 the floated aerial airport of string aerated film hybrid structure; It is characterized in that: described a plurality of aerial passengers transport the position, both sides that station (17) is arranged on aerial airfield pavement, for the aircraft passenger's use up and down from the different directions landing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210179320.9A CN102704714B (en) | 2012-06-04 | 2012-06-04 | Suspension type flying airport with stringed inflatable film staggering structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210179320.9A CN102704714B (en) | 2012-06-04 | 2012-06-04 | Suspension type flying airport with stringed inflatable film staggering structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102704714A true CN102704714A (en) | 2012-10-03 |
| CN102704714B CN102704714B (en) | 2014-01-08 |
Family
ID=46897743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210179320.9A Expired - Fee Related CN102704714B (en) | 2012-06-04 | 2012-06-04 | Suspension type flying airport with stringed inflatable film staggering structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102704714B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120831A (en) * | 2014-08-11 | 2014-10-29 | 哈尔滨工业大学 | Large-span inflatable pre-stress truss string and construction method thereof |
| CN104131639A (en) * | 2014-08-11 | 2014-11-05 | 哈尔滨工业大学 | Inflatable chord latticed shell structure and construction method |
| CN104229154A (en) * | 2014-06-09 | 2014-12-24 | 罗晓晖 | Aircraft with vertical hook, air bags and hang parking function |
| CN104843166A (en) * | 2015-04-20 | 2015-08-19 | 黄金井 | Aerial base |
| CN105498107A (en) * | 2015-12-14 | 2016-04-20 | 中国民航大学 | Packsack device with urgent danger prevention function for fireman, and control method |
| CN110685472A (en) * | 2019-09-30 | 2020-01-14 | 深圳市万景纪旅游发展有限公司 | Artificial floating island |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3202067A (en) * | 1960-03-30 | 1965-08-24 | Snecma | Flooring for taking-off and landing |
| JPH11245885A (en) * | 1998-03-06 | 1999-09-14 | Mitsubishi Heavy Ind Ltd | Wave-dissipating large floating body |
| CN1259602A (en) * | 1999-01-06 | 2000-07-12 | 刘寄声 | Potoon bordge on sea not rocking with wave and its erection method |
| GB2362145A (en) * | 2000-05-08 | 2001-11-14 | Marin Dimitrov Guenov | Re-usable space vehicle launch system using air-buoyant craft |
| US20070187547A1 (en) * | 2003-10-23 | 2007-08-16 | Kelly Patrick D | Vertical Lifting of Airplanes to Flying Heights |
| CN101234674A (en) * | 2007-09-12 | 2008-08-06 | 黄金伦 | Mountaintop transmitting aerodrome |
| CN201321163Y (en) * | 2008-12-24 | 2009-10-07 | 张必春 | Safe landing platform for airplane having fault during flight |
| CN102275589A (en) * | 2011-05-18 | 2011-12-14 | 谢向勇 | Air suspension railway operating device |
-
2012
- 2012-06-04 CN CN201210179320.9A patent/CN102704714B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3202067A (en) * | 1960-03-30 | 1965-08-24 | Snecma | Flooring for taking-off and landing |
| JPH11245885A (en) * | 1998-03-06 | 1999-09-14 | Mitsubishi Heavy Ind Ltd | Wave-dissipating large floating body |
| CN1259602A (en) * | 1999-01-06 | 2000-07-12 | 刘寄声 | Potoon bordge on sea not rocking with wave and its erection method |
| GB2362145A (en) * | 2000-05-08 | 2001-11-14 | Marin Dimitrov Guenov | Re-usable space vehicle launch system using air-buoyant craft |
| US20070187547A1 (en) * | 2003-10-23 | 2007-08-16 | Kelly Patrick D | Vertical Lifting of Airplanes to Flying Heights |
| CN101234674A (en) * | 2007-09-12 | 2008-08-06 | 黄金伦 | Mountaintop transmitting aerodrome |
| CN201321163Y (en) * | 2008-12-24 | 2009-10-07 | 张必春 | Safe landing platform for airplane having fault during flight |
| CN102275589A (en) * | 2011-05-18 | 2011-12-14 | 谢向勇 | Air suspension railway operating device |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104229154A (en) * | 2014-06-09 | 2014-12-24 | 罗晓晖 | Aircraft with vertical hook, air bags and hang parking function |
| CN104120831A (en) * | 2014-08-11 | 2014-10-29 | 哈尔滨工业大学 | Large-span inflatable pre-stress truss string and construction method thereof |
| CN104131639A (en) * | 2014-08-11 | 2014-11-05 | 哈尔滨工业大学 | Inflatable chord latticed shell structure and construction method |
| CN104120831B (en) * | 2014-08-11 | 2016-04-06 | 哈尔滨工业大学 | Large span air filling type prestressing force truss string structure and construction method thereof |
| CN104131639B (en) * | 2014-08-11 | 2016-08-31 | 哈尔滨工业大学 | Inflated type reticulated shell-string structure |
| CN104843166A (en) * | 2015-04-20 | 2015-08-19 | 黄金井 | Aerial base |
| CN105498107A (en) * | 2015-12-14 | 2016-04-20 | 中国民航大学 | Packsack device with urgent danger prevention function for fireman, and control method |
| CN105498107B (en) * | 2015-12-14 | 2018-09-07 | 中国民航大学 | A kind of fireman is with urgent danger prevention backpack devices and control method |
| CN110685472A (en) * | 2019-09-30 | 2020-01-14 | 深圳市万景纪旅游发展有限公司 | Artificial floating island |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102704714B (en) | 2014-01-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102704714B (en) | Suspension type flying airport with stringed inflatable film staggering structure | |
| RU2541587C2 (en) | Ultrahard compound aerostatic aircraft and method for its manufacturing | |
| US6224015B1 (en) | Aerial cableway leading to an aerostatic airborne body | |
| US20090078818A1 (en) | Aerial transporter | |
| EA014254B1 (en) | Hybrid lift air vehicle, a method of lifting and transporting a payload utilizing said vehicle | |
| CN105873820A (en) | Cargo airship | |
| US8333346B2 (en) | Sky station | |
| CN104890851A (en) | Near space balloon system safety release method | |
| RU2548648C2 (en) | Track vehicle with aerodynamic surface | |
| CN201077456Y (en) | Public function net girders rail suspension up-down traffic system | |
| CN106882355A (en) | One kind rope draws positioning formula high-altitude suspension sightseeing balloon | |
| WO2013041025A1 (en) | Wing ring, and mechanism and method with same | |
| KR20120056731A (en) | Apparatus for Take-off and Climb a Fixed wing Aircraft without a Runway | |
| KR102485588B1 (en) | Vertiport system for UAM or drone autonomous take-off and landing | |
| CN106274506A (en) | A kind of urban air public transportation system | |
| RU107765U1 (en) | THE BLOCKS "SIBERIA" | |
| PT108532B (en) | MULTIFUNCTIONAL AIR TRANSPORT SYSTEM | |
| Prentice et al. | Ground-Handling Systems for Cargo Airships | |
| CN218563182U (en) | Floating sightseeing amusement facility | |
| JP2005138641A (en) | Transportation facilities | |
| CN109760815A (en) | It is a kind of that ground and/or aerial aerospace plane field and gas station are set | |
| RU2816641C1 (en) | Method of constructing airship bridge over canyon | |
| CN221049942U (en) | Airship | |
| RU133098U1 (en) | ORBIT CONSIGNMENT SYSTEM | |
| CN2270694Y (en) | Boat seaplane traffic facilities |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140108 Termination date: 20140604 |