CN106864468B - A kind of high-altitude spiral cable car sightseeing entertainment systems - Google Patents
A kind of high-altitude spiral cable car sightseeing entertainment systems Download PDFInfo
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- CN106864468B CN106864468B CN201710188003.6A CN201710188003A CN106864468B CN 106864468 B CN106864468 B CN 106864468B CN 201710188003 A CN201710188003 A CN 201710188003A CN 106864468 B CN106864468 B CN 106864468B
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- tower
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- platform
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B13/00—Other railway systems
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Abstract
A kind of high-altitude spiral cable car sightseeing entertainment systems of the invention, including high tower, helical orbit, the helical orbit is longitudinally disposed to tower top along the high tower tower bottom, cable car is provided on the helical orbit, the cable car is slided along the helical orbit, the helical orbit is double-spiral structure, the outer rail uses a closed circulation track, carrying tourist by cable car greatly improved travel speed compared with traditional ferris wheel, improve efficiency, and cable car can be left in tower top platform, tourist can look around in tower top platform or glass plank road.Due to using artificial high tower structure, land used is saved, glass plank road, which also no longer duplicates, relies on natural environment in traditional glass plank road, fabulous.Solves traditional high-altitude amusement equipment, land occupation is big, speed is slow, the problem of thrill deficiency.
Description
Technical field
The present invention relates to a kind of show business of large-scale outdoor amusement equipment, go sightseeing amusement for high-altitude, especially
A kind of high-altitude spiral cable car sightseeing entertainment systems.
Background technique
Currently, high-altitude amusement facility such as sightseeing ferris wheel and high-altitude glass overline bridge, there are two big disadvantages: the shortcomings that ferris wheel
It is that land occupation is big, speed is slow, and people cannot leave the cable car of operation；The shortcomings that glass overline bridge is to need natural environment (such as overhanging cliff)
As the support of equipment, thus can not be used in city.Two amusement facilities are respectively independent simultaneously cannot be whole in conjunction with being unified for
Body.So needing a kind of high-altitude spiral cable car sightseeing entertainment systems, to solve traditional high-altitude amusement equipment, land occupation is big, speed is slow,
The problem of thrill deficiency.
Summary of the invention
The purpose of the present invention is to provide a kind of high-altitude spiral cable car sightseeing entertainment systems, set to solve traditional high-altitude amusement
Standby, land occupation is big, speed is slow, the problem of thrill deficiency.
The following technical solution is employed by the present invention:
A kind of high-altitude spiral cable car sightseeing entertainment systems, including high tower (1), helical orbit (2), the helical orbit (2)
High tower (1) the tower body setting is wound along the high tower (1) tower bottom to tower top longitudinal spiral, is arranged on the helical orbit (2)
Have cable car (3), the cable car (3) is slided along the helical orbit (2)；
The helical orbit (2) includes internal rail (21), outer rail (22), and the internal rail (21) is two, respectively described in winding
High tower (1) is upwardly into tower top spiral winding structure in pairs by tower bottom and is arranged, and the internal rail (21) is close to high tower (1) side wall simultaneously
It is secured to；One end of the outer rail (22) is along the high tower (1) bottom plate around after a week, winding the high tower (1) spiral shape
The ascent stage that tower top forms outer rail is risen to, then drops to tower bottom by winding the high tower (1) spiral shape after turning back above tower top
The descending branch for forming outer rail, finally docks the double-spiral structure track to form a closed circulation with the other end of the outer rail,
There are spacing between ascent stage of the outer rail, descending branch and the side wall of the high tower (1), and respectively with two internal rails
(21) correspondence is arranged in parallel, and more supporting beams (23) side by side, institute are horizontally arranged between the internal rail (21) and outer rail (22)
The both ends for stating supporting beam (23) are separately fixed on the internal rail (21) and outer rail (22), and the cable car (3) is set to described outer
On rail (22).
The high tower (1) is nail-shaped high tower, and tower top (11) is the truss structure for being inverted frustum type, the tower top (11)
Top surface is circular tower top platform one (18), is supported above the tower top platform one (18) by the vertical beam (181) that border is arranged
Tower top platform two (12) that is parallel and being arranged concentrically constitutes two floor formula structures, and the tower top platform one (18) and the tower top are flat
Platform two (12) respectively corresponds be provided with two circular cavities (13) up and down, and the outer rail (22) is worn by the bottom sidewall of the tower top (11)
Enter the tower top (11), and is upward through top institute after being pierced by by the one of described hole of tower top platform one (18) (13)
It states the described hole (13) that tower top platform two (12) is correspondingly arranged to be pierced by, then turns back by another institute of the tower top platform two (12)
It states hole (13) and penetrates and be passed down through below the hole (13) and be located at another corresponding institute on the tower top platform one (18)
Hole (13) are stated, the tower top (11) are finally pierced by by the tower top (11) bottom sidewall, are located at the tower top platform two (12)
The outer rail (22) between above two described holes is laterally at horizontally disposed, the cylindrical tower body of tower top (11) bottom
By more cylindrical columns (14), circumferentially corral is closed, and column (14) bottom is placed in ground and fixes, top and institute
The bottom surface for stating tower top (11) is fixed, and is fixed outward positioned at tower top platform one (18) outer ring of sustained height by truss structure
There is ring glass plank road platform one (15), is connected between the tower top platform one (18) and the tower top platform two (12) by stair
It connects.
Many places cable car station (16) is provided at the outer rail of the high tower (1) tower bottom.
Four high velocity vertical sightseeing elevators (17) are provided in high tower (1) the tower body column.
The cable car (3) is multi-section, is driven by two high power motors.
The ring glass plank road platform one (15) has been arranged concentrically ring glass plank road platform two (19) outward.
The outer rail (22) between above described hole is overlooked into S type.
The double helix of the double helix winding arrangement is parallel to each other, screw pitch is equal.
Advantages of the present invention is as follows:
1. the outer rail uses a closed circulation track, tourist is carried by cable car and is substantially mentioned compared with traditional ferris wheel
High travel speed, improves efficiency, and can leave cable car in tower top platform, tourist can be in tower top platform or glass plank road
It is looked around.Due to using artificial high tower structure, land used is saved, glass plank road also no longer duplicates in traditional glass stack
Road relies on natural environment, fabulous.
2. increasing thrill degree since, there are spacing, cable car can be suspended from outside tower body between outer rail and tower body.
3. high tower skeleton itself be one similar to high-rise fixation structures, internal high velocity vertical goes sightseeing electricity
On the one hand ladder makes height rescue convenient and safe reliable.On the other hand, it can make to have acrophobia or think the trip got off at once from tower top
Visitor rapidly returns back to ground.Setting plank road ladder also can be convenient rescue in the supporting beam of internal rail side.
Detailed description of the invention:
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is positive structure schematic of the invention；
Fig. 3 is overlooking structure diagram of the present invention；
Specific embodiment
The following further describes the specific embodiments of the present invention with reference to the drawings.
Following embodiment is only for clear expression example of the invention, and not to embodiments of the present invention
It limits.For those of ordinary skill in the art, other different forms can also be made on the basis of the following description
Variation or variation, and these belong to obvious changes or variations that spirit of that invention is drawn still in guarantor of the invention
It protects among range.
Referring to each attached drawing, a kind of high-altitude spiral cable car sightseeing entertainment systems, including high tower 1, helical orbit 2, the spiral
Track 2 winds 1 tower body of the high tower setting along 1 tower bottom of high tower to tower top longitudinal spiral, is provided on the helical orbit 2
Cable car 3, the cable car 3 are slided along the helical orbit 2；
The helical orbit 2 includes internal rail 21, outer rail 22, and the internal rail 21 is two, winds the high tower 1 respectively by tower
Bottom is upwardly into tower top spiral winding structure setting in pairs, and the internal rail 21 is close to 1 side wall of high tower and is secured to；It is described outer
One end of rail 22 rises to the upper of tower top formation outer rail around 1 spiral shape of high tower after a week, is wound along 1 bottom plate of high tower
Section is risen, then drops to the descending branch that tower bottom forms outer rail by winding 1 spiral shape of high tower after turning back above tower top, finally and institute
The other end for stating outer rail docks the double-spiral structure track to form a closed circulation, ascent stage of the outer rail, descending branch with
There are spacing between the side wall of the high tower 1, and it is corresponding with two internal rails 21 respectively be arranged in parallel, the internal rail 21 with it is outer
Be horizontally arranged with more supporting beams 23 side by side between rail 22, the both ends of the supporting beam 23 be separately fixed at the internal rail 21 with
On outer rail 22, the cable car 3 is set on the outer rail 22.
The high tower 1 is nail-shaped high tower, and tower top 11 is the truss structure for being inverted frustum type, and 11 top surface of tower top is
Circular tower top platform 1, one 18 top of tower top platform support parallel and set with one heart by the vertical beam 181 that border is arranged
The tower top platform 2 12 set constitutes two floor formula structures, and the tower top platform 1 and about the 2 12 tower top platform are right respectively
Two circular cavities 13 should be provided with, the outer rail 22 penetrates the tower top 11 by the bottom sidewall of the tower top 11, and by the tower
The one of described hole 13 of roof panel 1 be upward through after being pierced by the top tower top platform 2 12 be correspondingly arranged it is described
Hole 13 is pierced by, then is turned back and penetrated by the tower top platform 2 12 another described hole 13 and be passed down through 13 lower section of hole
Another corresponding described hole 13 on the tower top platform 1 is finally pierced by by 11 bottom sidewall of tower top described
Tower top 11, above 2 12 two described holes of the tower top platform between the outer rail 22 laterally at horizontally disposed, institute
Stating the cylindrical tower body of 11 bottom of tower top, circumferentially corral closes by more cylindrical columns 14, and 14 bottom of column is set
It is fixed in ground, top and the bottom surface of the tower top 11 are fixed, and one 18 outer ring of tower top platform positioned at sustained height passes through
Truss structure is fixed with ring glass plank road platform 1 outward, between the tower top platform 1 and the tower top platform 2 12
It is connected by stair.
Many places cable car station 16 is provided at the outer rail of 1 tower bottom of high tower.
Four high velocity vertical sightseeing elevators 17 are provided in the 1 tower body column of high tower.
The cable car 3 is multi-section, is driven by two high power motors.
The ring glass plank road platform 1 has been arranged concentrically ring glass plank road platform 2 19 outward.
The outer rail 22 between above described hole is overlooked into S type.
The double helix of the double helix winding arrangement is parallel to each other, screw pitch is equal.
Concrete construction method and principle:
High tower top layer is equipped with high-altitude ring glass plank road and helical orbit cable car.Tour tower is steel construction, and 120 meters of height are main
Body diameter is 6 meters, is made of the high-strength special type steel that 16 diameters are 600mm.Body interior is four high speed sightseeing elevators, outside
Portion is connect along 12 rice diameter spiral windings, and by contacting bar with main body by diameter 600mm high tensile steel tube.Spiral steel pipe will be made
For the supporter of spiral cable car.Tour tower top layer platform diameter is 24 meters, and is arranged one again on the outside completely by glass structure
The glass ring-shaped overline bridge of composition.Spiral cable car is the variant form of conventional high-altitude cable car, by two high power motors, cable and number
Portion's cable car composition, around tour tower up and down with helical trajectory circular flow.
Tourist climbs up cable car by the cable car station below tower bottom, after outer rail spiral to tower top platform, can following cable car,
It plays, go sightseeing on tower top platform and glass plank road and glass platform, then drop to tower bottom multiplied by the subsequent cable car spiral of seat.
Due to outer rail be a closed cyclic track thus it is different with other cable car tracks be it is intermittent, effect greatly improved
Rate and visit speed.Outer rail above its described hole is at horizontally disposed, it is ensured that cable car is the most steady at this moment, facilitates in trip
Under, under overlooking state at S type, arc transition also ensures that the stability of cable car.The design method of tower body has also been broken with natural ring
Border is the limitation for relying on design glass plank road.The sightseeing entertainment mode of glass plank road can be replicated in city, watch city
Scene.
Claims (8)
1. a kind of high-altitude spiral cable car sightseeing entertainment systems, including high tower (1), helical orbit (2), it is characterised in that: the spiral shell
It revolves track (2) and winds high tower (1) the tower body setting, the helical orbit along the high tower (1) tower bottom to tower top longitudinal spiral
(2) it is provided on cable car (3), the cable car (3) is slided along the helical orbit (2)；
The helical orbit (2) includes internal rail (21), outer rail (22), and the internal rail (21) is two, winds the high tower respectively
(1) tower top spiral winding structure in pairs is upwardly by tower bottom to be arranged, the internal rail (21) be close to high tower (1) side wall and and its
It is fixed；One end of the outer rail (22) rises along the high tower (1) bottom plate around the high tower (1) spiral shape after a week, is wound
It forms the ascent stage of outer rail to tower top, then drops to tower bottom by winding the high tower (1) spiral shape after turning back above tower top and formed
The descending branch of outer rail finally docks the double-spiral structure track to form a closed circulation with the other end of the outer rail, described
There are spacing between ascent stage of outer rail, descending branch and the side wall of the high tower (1), and right with two internal rails (21) respectively
It should be arranged in parallel, more supporting beams (23) side by side, the support are horizontally arranged between the internal rail (21) and outer rail (22)
The both ends of beam (23) are separately fixed on the internal rail (21) and outer rail (22), and the cable car (3) is set to the outer rail (22)
On.
2. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 1, it is characterised in that: the high tower (1)
For nail-shaped high tower, tower top (11) is the truss structure for being inverted frustum type, and tower top (11) top surface is flat for circular tower top
Platform one (18), the vertical beam (181) that tower top platform one (18) top is arranged by border support tower that is parallel and being arranged concentrically
Roof panel two (12) constitutes two floor formula structures, and the tower top platform one (18) and the tower top platform two (12) are right respectively up and down
It should be provided with two circular cavities (13), the outer rail (22) is penetrated the tower top (11) by the bottom sidewall of the tower top (11), and
The top tower top platform two (12) is upward through after being pierced by by the one of described hole of tower top platform one (18) (13)
The described hole (13) being correspondingly arranged is pierced by, then another described hole (13) by the tower top platform two (12) of turning back penetrates simultaneously
Be passed down through below the hole (13) and be located at another corresponding described hole (13) on the tower top platform one (18), finally by
Tower top (11) bottom sidewall is pierced by the tower top (11), is located at two described hole tops of the tower top platform two (12)
Between the outer rail (22) laterally at horizontally disposed, the cylindrical tower body of tower top (11) bottom passes through more cylindrical columns
(14) circumferentially corral closes, and column (14) bottom is placed in ground and fixes, and the bottom surface of top and the tower top (11) is solid
It is fixed, ring glass plank road platform is fixed with by truss structure outward positioned at tower top platform one (18) outer ring of sustained height
One (15) are connect between the tower top platform one (18) and the tower top platform two (12) by stair.
3. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 2, it is characterised in that: be located at the high tower
(1) many places cable car station (16) is provided at the outer rail of tower bottom.
4. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 3, it is characterised in that: the high tower (1)
Four high velocity vertical sightseeing elevators (17) are provided in tower body column.
5. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 4, it is characterised in that: the cable car (3)
For multi-section, driven by two high power motors.
6. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 2, it is characterised in that: the ring glass
Plank road platform one (15) has been arranged concentrically ring glass plank road platform two (19) outward.
7. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 2, it is characterised in that: above described hole
Between the outer rail (22) overlook at S type.
8. a kind of high-altitude spiral cable car sightseeing entertainment systems according to claim 1, it is characterised in that: the double helix twines
Be parallel to each other around the double helix of structure, screw pitch it is equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710188003.6A CN106864468B (en) | 2017-03-27 | 2017-03-27 | A kind of high-altitude spiral cable car sightseeing entertainment systems |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710188003.6A CN106864468B (en) | 2017-03-27 | 2017-03-27 | A kind of high-altitude spiral cable car sightseeing entertainment systems |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106864468A CN106864468A (en) | 2017-06-20 |
| CN106864468B true CN106864468B (en) | 2019-01-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710188003.6A Active CN106864468B (en) | 2017-03-27 | 2017-03-27 | A kind of high-altitude spiral cable car sightseeing entertainment systems |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1140440A (en) * | 1994-02-09 | 1997-01-15 | O&K自动扶梯有限公司 | Helical escalator |
| CN2284633Y (en) * | 1995-12-26 | 1998-06-24 | 卫民 | Spiral chute |
| JP2004167067A (en) * | 2002-11-21 | 2004-06-17 | Mitsubishi Heavy Ind Ltd | Big-wheel |
| CN102226358A (en) * | 2011-03-24 | 2011-10-26 | 常强 | Spiral lifting observation tower |
| CN105744994A (en) * | 2013-11-17 | 2016-07-06 | W·J·基钦 | Tracks and drive for a tower ride |
| CN105749553A (en) * | 2011-05-26 | 2016-07-13 | W·J·基钦 | Tower Ride |
| CN206664584U (en) * | 2017-03-27 | 2017-11-24 | 高建宇 | A kind of high-altitude spiral cable car sightseeing entertainment systems |
-
2017
- 2017-03-27 CN CN201710188003.6A patent/CN106864468B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1140440A (en) * | 1994-02-09 | 1997-01-15 | O&K自动扶梯有限公司 | Helical escalator |
| CN2284633Y (en) * | 1995-12-26 | 1998-06-24 | 卫民 | Spiral chute |
| JP2004167067A (en) * | 2002-11-21 | 2004-06-17 | Mitsubishi Heavy Ind Ltd | Big-wheel |
| CN102226358A (en) * | 2011-03-24 | 2011-10-26 | 常强 | Spiral lifting observation tower |
| CN105749553A (en) * | 2011-05-26 | 2016-07-13 | W·J·基钦 | Tower Ride |
| CN105744994A (en) * | 2013-11-17 | 2016-07-06 | W·J·基钦 | Tracks and drive for a tower ride |
| CN206664584U (en) * | 2017-03-27 | 2017-11-24 | 高建宇 | A kind of high-altitude spiral cable car sightseeing entertainment systems |
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| Publication number | Publication date |
|---|---|
| CN106864468A (en) | 2017-06-20 |
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Effective date of registration: 20190826 Address after: 100048 Beijing Haidian District Shoubei South Road No. 9 Subject International Building No. 7 1502A Patentee after: Beijing Lijian Technology Co.,Ltd. Address before: 100048 Beijing Haidian District Shoubei South Road 9 Subject International 7 1502 Patentee before: Gao Jianyu |
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Address after: 1502c, floor 13, building 7, No. 9, Shouti South Road, Haidian District, Beijing 100048 Patentee after: Beijing Lijian Technology Co.,Ltd. Address before: 1502a, building 7, Zhuyu international, No. 9, Shouti South Road, Haidian District, Beijing 100048 Patentee before: Beijing Lijian Technology Co.,Ltd. |
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