CN103738342B - Independent-drive cableway transport system - Google Patents
Independent-drive cableway transport system Download PDFInfo
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- CN103738342B CN103738342B CN201410032154.9A CN201410032154A CN103738342B CN 103738342 B CN103738342 B CN 103738342B CN 201410032154 A CN201410032154 A CN 201410032154A CN 103738342 B CN103738342 B CN 103738342B
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- rail
- crane
- lane change
- cable wire
- driven wheel
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Abstract
The invention discloses a kind of Independent-drive cableway transport system, comprise support, cable wire and crane, described support is provided with multiple for holding up and the supporting bracket of fixing tightwire, and the shape of this supporting bracket is J-shaped; The top of described crane is provided with front driven wheel and rear drive sprocket, and front driven wheel is connected with the top of described crane by the tie-beam in handstand J-shaped with rear drive sprocket; The cross-sectional plane of the excircle of described front driven wheel and rear drive sprocket is the deep-slotted chip breaker caved inward, and the degree of depth of this deep-slotted chip breaker is more than or equal to the diameter of described cable wire, and the front driven wheel of same crane and the bottom deep-slotted chip breaker of rear drive sprocket are wrapped on same cable wire; Described front driven wheel is the adjustable roller structure turned to.The present invention, compared with traditional cableway, can effectively reduce its manufacturing cost, is moved from its drive wheel of row cutting by each crane along the direction of cable wire, even if one of them crane et out of order, whole cableway traffic also can not be caused out of service.
Description
Technical field
The present invention relates to technical field of rail traffic, particularly relate to a kind of Independent-drive cableway transport system.
Background technology
Cableway, also known as crane, cable car, stream cage (cable car can refer to funicular again), is the one of the vehicle, usually on rugged hillside, transporting passengers or goods is gone down the hill.Cableway utilizes the cable wire that is suspended in the air, support and traction passenger vehicle or lorry.Except station, generally build the support of support cable wire in midway every a segment distance.
Traditional cableway, crane is directly fixed on cable wire, realized the motion of crane by the motion of cable wire, to reach the object of delivery.The design of this kind of cableway, must set a large-scale actuating device to drive the motion of cable wire, like this when the whole cableway system of construction, will seem complicated, and the cost manufactured is also higher.Traditional cableway, after actuating device et out of order, whole cableway traffic must stop, and has had a strong impact on its operating efficiency.
Summary of the invention
Based on this, for the problems referred to above, be necessary to propose a kind of Independent-drive cableway transport system, do not move by cable wire is fixing, make the mode of motion that crane moves along cable wire, thus reduce the laid down cost of cableway system and simplify Fabrication procedure.
Technical scheme of the present invention is: a kind of Independent-drive cableway transport system, comprises support, cable wire and crane, and described support is provided with multiple for holding up and the supporting bracket of fixing tightwire, and the shape of this supporting bracket is J-shaped; The top of described crane is provided with front driven wheel and rear drive sprocket, and front driven wheel is connected with the top of described crane by the tie-beam in handstand J-shaped with rear drive sprocket; The cross-sectional plane of the excircle of described front driven wheel and rear drive sprocket is the deep-slotted chip breaker caved inward, and the degree of depth of this deep-slotted chip breaker is more than or equal to the diameter of described cable wire, and the front driven wheel of same crane and the bottom deep-slotted chip breaker of rear drive sprocket are wrapped on same cable wire; Described front driven wheel is the adjustable roller structure turned to.
In the technical program, to top design front driven wheel and the rear drive sprocket of crane, rear drive sprocket can carry out driving realizing whole crane by actuating device and to move along cable wire and to ensure that cable wire maintains static, the front tyre of the similar automobile of effect of front driven wheel, play controlling party to effect.The degree of depth of the deep-slotted chip breaker of front driven wheel and rear drive sprocket is more than or equal to the diameter of described cable wire, and effectively can ensure that front driven wheel and rear drive sprocket there will not be derailing at cable wire upper direction, this is just similar to the mode of operation of train wheel and track for a train.Whole crane is still the below being suspended on cable wire, and its drive wheel design, above whole crane, well make use of aerial space, and can be highway, street etc. in the below of whole cableway traffic system.Support designs the supporting bracket of J-shaped, the top of crane is also designed with the tie-beam in handstand J-shaped, object ensures that crane can smoothly by each support, and the supporting bracket of J-shaped and the tie-beam in handstand J-shaped can realize good cooperation, are similar to negative thread and externally threaded fit system.
In a preferred embodiment, the cross-sectional plane of described crane is prismatic, and the left side of described support and right side are respectively equipped with the symmetrical diamond passed through for described crane, and described supporting bracket is located at the top of described diamond.By this kind of design, can ensure that the materials of support are economized most, support adopts the design of cross structure to be best structure design mode, not only materials are economized most, and be staggered to form multiple triangle, have more stability, effectively play the effect of saving manufacturing cost and increasing fastness.
In a preferred embodiment, described support is provided with lane change track structure, this lane change track structure comprises fixed track, active rail, lane change rail and straight rail, one end of described fixed track connects described cable wire, the other end connects one end of described active rail by rotating shaft, the other end of described active rail connects one end of described straight rail, the other end of described straight rail connects described cable wire, one end of described lane change rail is connected with described fixed track, described lane change rail and described active rail form bifurcation font, and described lane change rail is connected with described active rail by spring.By the structure design of lane change track, as train, can well realize the function of lane change.
In a preferred embodiment, same cable wire adjacent two described in be provided with cableway between lane change track structure and stop platform, this cableway is stopped platform and is comprised the rail stopped and arrange in open loop, one end of this rail is connected with the lane change rail of a lane change track structure, and the other end is connected with the lane change rail of another lane change track structure.The design of this kind of structure, can ensure that whole cableway traffic system can perform well in urban track traffic, and the manufacturing cost of this kind of structure design is starkly lower than the manufacturing cost of the light rail transit in city.
The invention has the beneficial effects as follows: whole cableway traffic system is novel in design, compared with traditional cableway, can effectively reduce its manufacturing cost, moved along the direction of cable wire from its drive wheel of row cutting by each crane, even if one of them crane et out of order, whole cableway traffic also can not be caused out of service.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention;
Fig. 2 is the structural representation of embodiment of the present invention medium-height trestle;
Fig. 3 is the partial enlarged drawing in A portion in Fig. 2;
Fig. 4 is the structural representation that in the embodiment of the present invention, platform stopped by cableway;
Fig. 5 is the schematic diagram of lane change track structure in the embodiment of the present invention;
Description of reference numerals:
10-support, 20-cable wire, 30-crane, 40-supporting bracket, 50-front driven wheel, 60-rear drive sprocket, 70-tie-beam, 80-lane change track structure, 801-fixed track, 802-active rail, 803-lane change rail, the straight rail of 804-, 805-rotating shaft, 806-spring, 90-rail.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiments of the invention are described in detail.
Embodiment:
As shown in Fig. 1 to Fig. 3, a kind of Independent-drive cableway transport system, comprises support 10, cable wire 20 and crane 30.Described support 10 is provided with multiple for holding up and the supporting bracket 40 of fixing tightwire 20, and the shape of this supporting bracket 40 is J-shaped; The top of described crane 30 is provided with front driven wheel 50 and rear drive sprocket 60, and front driven wheel 50 is connected with the top of described crane 30 by the tie-beam 70 in handstand J-shaped with rear drive sprocket 60; The cross-sectional plane of the excircle of described front driven wheel 50 and rear drive sprocket 60 is the deep-slotted chip breaker caved inward, the degree of depth of this deep-slotted chip breaker is more than or equal to the diameter of described cable wire 20, and the same front driven wheel 50 of crane 30 and the bottom deep-slotted chip breaker of rear drive sprocket 60 are wrapped on same cable wire 20; Described front driven wheel 50 is the adjustable roller structure turned to.
As shown in Figure 2, the cross-sectional plane of described crane 30 is prismatic, and the left side of described support 10 and right side are respectively equipped with the symmetrical diamond passed through for described crane 30, and described supporting bracket 40 is located at the top of described diamond.By this kind of design, can ensure that the materials of support 10 are economized most, support 10 adopts the design of cross structure to be best structure design mode, not only materials are economized most, and be staggered to form multiple triangle, have more stability, effectively play the effect of saving manufacturing cost and increasing fastness.
As shown in Figure 5, described support 10 is provided with lane change track structure 80, this lane change track structure 80 comprises fixed track 801, active rail 802, lane change rail 803 and straight rail 804, one end of described fixed track 801 connects described cable wire 20, the other end connects one end of described active rail 802 by rotating shaft 805, the other end of described active rail 802 connects one end of described straight rail 804, the other end of described straight rail 804 connects described cable wire 20, one end of described lane change rail 803 is connected with described fixed track 801, described lane change rail 803 forms bifurcation font with described active rail 802, described lane change rail 803 is connected with described active rail 802 by spring 806.By the structure design of lane change track, as train, can well realize the function of lane change.
As shown in Figure 4, same cable wire 20 adjacent two described in be provided with cableway between lane change track structure 80 and stop platform, this cableway is stopped platform and is comprised the rail 90 stopped and arrange in open loop, one end of this rail 90 is connected with the lane change rail 803 of a lane change track structure 80, and the other end is connected with the lane change rail 803 of another lane change track structure 80.The design of this kind of structure, can ensure that whole cableway traffic system can perform well in urban track traffic, and the manufacturing cost of this kind of structure design is starkly lower than the manufacturing cost of the light rail transit in city.
Independent-drive cableway transport system described in above-described embodiment, whole cableway traffic system is novel in design, compared with traditional cableway, can effectively reduce its manufacturing cost, moved along the direction of cable wire 20 from its drive wheel of row cutting by each crane 30, even if one of them crane 30 et out of order, whole cableway traffic also can not be caused out of service.
To top design front driven wheel 50 and the rear drive sprocket 60 of crane 30, rear drive sprocket 60 can carry out driving realizing whole crane 30 by actuating device and to move along cable wire 20 and to ensure that cable wire 20 maintains static, the front tyre of the similar automobile of effect of front driven wheel 50, play controlling party to effect.The degree of depth of the deep-slotted chip breaker of front driven wheel 50 and rear drive sprocket 60 is more than or equal to the diameter of described cable wire 20, effectively can ensure that front driven wheel 50 and rear drive sprocket 60 there will not be derailing at cable wire 20 upper direction, this is just similar to the mode of operation of train wheel and track for a train.Whole crane 30 is still the below being suspended on cable wire 20, and its drive wheel design, above whole crane 30, well make use of aerial space, and can be highway, street etc. in the below of whole cableway traffic system.Design the supporting bracket 40 of J-shaped over the mount 10, the top of crane 30 is also designed with the tie-beam 70 in handstand J-shaped, object ensures that crane 30 can smoothly by each support 10, the supporting bracket 40 of J-shaped and the tie-beam 70 in handstand J-shaped can realize good cooperation, are similar to negative thread and externally threaded fit system.
Independent-drive cableway transport system described in above-described embodiment, has gathered lane change and parking and has normally run, and is equivalent to a station, so use two seat supports 10 to support, be preferably two-way six cableways, if add parking track, eight tracks can be had altogether.When for mountain area or tourist district, when the magnitude of traffic flow is little, number of track-lines can be reduced accordingly.
As shown in Figure 2, the structure of support 10 is mainly applicable to two-way at most 8 tracks uses.8 rhombuses are altogether formed in cross structure.According to actual needs, ground can be used for highway communication.Cableway cable holds up support by support 10 from bottom.Crane 30 then hangs on cable.Each crane 30 carries storage battery, independently for individuality provides clean energy resource.Battery-charging station is established in each stop place, and backup power will enough exercise next battery-charging station in design.
Here the crane 30 of indication can have two kinds of implementations, the individual inherently a kind of new vehicle of one, and bought by individual, individual has its ownership and the right to use; It two is be convenient at the beginning of native system is universal, extensive and convenient not as good as existing highway of traffic line chart.And the cambic traffic container of design.Individual can obtain the right to use of container by lease, the base station is nearby loaded into the vehicle of oneself within the traffic container of the design, exercises to the base station close to destination.The vehicle of individual can be taken out.It is advantageous that the in-plant rapid and convenient in city, there is not traffic congestion.And economize energy when transporting across city and comfort feature.Simultaneously because the traffic of track traffic is single and safe and effective.Be easy to realize automatic Pilot.For steerman during long distance transportation, more comfortablely to save worry and safety.
In above-described embodiment, the effect of tightening device can be played with the spring 806 of super large pulling force, due to the relation of support 10 D structure, be different from the weight-driven of existing cable car.Need to realize counterweighted take-up by the drive wheel shown in Fig. 3 and fixed track 801 dependency structure.
As shown in Figure 4, unidirectional Four-Lane Road walks abreast in a base station, and be independent of each other operation.Wherein left lane is near the center of gravity of support 10, and relative height is lower, is easy to bear the impulse force brought at a high speed.So be designed to rapid vehicle lane: predetermined speed per hour 120km/h, according to right figure arrow instruction, rapid vehicle lane can forward middle Fast Moving Vehicle Lane to obliquely by lane change rail 803: predetermined speed per hour 60km/h, again obliquely can speed change to low speed carriage way: predetermined speed per hour 20km/h, this is custom-designed sightseeing track, is applicable to recreational tourism.Low speed carriage way is little in the impact of the dynamics that the outermost one of support 10 is brought by speed, two do not block be convenient to go sightseeing.Parking area can be arrived obliquely again by lane change rail 803.Also can by turning around here.Parking rail is a right-hand circular track, and parking track can sail stop place into, also from proceeding to low speed carriage way here, so can circulate.
As shown in Figure 5, set forth the change of track during lane change, pass through smoothly to facilitate crane 30.When straight-line pass, track is left figure state.When needs lane change, as shown at right, bearing circle can give the strength of active rail 802 1 opposing spring 806, spring 806 is compressed, and active rail 802 is centered by rotating shaft 805, and now straight rail 804 is separated with active rail 802, the upper arm of crane 30 reserves an intersegmental gap, so that can be passed through smoothly.
The above embodiment only have expressed the specific embodiment of the present invention, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the scope of the claims of the present invention.It should be pointed out that for the person of ordinary skill of the art, without departing from the inventive concept of the premise, can also make some distortion and improvement, these all belong to protection scope of the present invention.
Claims (3)
1. an Independent-drive cableway transport system, comprises support, cable wire and crane, it is characterized in that, described support is provided with multiple for holding up and the supporting bracket of fixing tightwire, and the shape of this supporting bracket is J-shaped; The top of described crane is provided with front driven wheel and rear drive sprocket, and front driven wheel is connected with the top of described crane by the tie-beam in handstand J-shaped with rear drive sprocket; The cross-sectional plane of the excircle of described front driven wheel and rear drive sprocket is the deep-slotted chip breaker caved inward, and the degree of depth of this deep-slotted chip breaker is more than or equal to the diameter of described cable wire, and the front driven wheel of same crane and the bottom deep-slotted chip breaker of rear drive sprocket are wrapped on same cable wire; Described front driven wheel is the adjustable roller structure turned to, and the cross-sectional plane of described crane is prismatic, and the left side of described support and right side are respectively equipped with the symmetrical diamond passed through for described crane, and described supporting bracket is located at the top of described diamond.
2. Independent-drive cableway transport system according to claim 1, it is characterized in that, described support is provided with lane change track structure, this lane change track structure comprises fixed track, active rail, lane change rail and straight rail, one end of described fixed track connects described cable wire, the other end connects one end of described active rail by rotating shaft, the other end of described active rail connects one end of described straight rail, the other end of described straight rail connects described cable wire, one end of described lane change rail is connected with described fixed track, described lane change rail and described active rail form bifurcation font, described lane change rail is connected with described active rail by spring.
3. Independent-drive cableway transport system according to claim 2, it is characterized in that, same cable wire adjacent two described in be provided with cableway between lane change track structure and stop platform, this cableway is stopped platform and is comprised the rail stopped and arrange in open loop, one end of this rail is connected with the lane change rail of a lane change track structure, and the other end is connected with the lane change rail of another lane change track structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410032154.9A CN103738342B (en) | 2014-01-23 | 2014-01-23 | Independent-drive cableway transport system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410032154.9A CN103738342B (en) | 2014-01-23 | 2014-01-23 | Independent-drive cableway transport system |
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| Publication Number | Publication Date |
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| CN103738342A CN103738342A (en) | 2014-04-23 |
| CN103738342B true CN103738342B (en) | 2016-03-30 |
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| CN201410032154.9A Expired - Fee Related CN103738342B (en) | 2014-01-23 | 2014-01-23 | Independent-drive cableway transport system |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10059349B2 (en) | 2016-04-29 | 2018-08-28 | Sujay A. Phadke | Ropeway vehicles |
| US10144436B2 (en) | 2016-04-29 | 2018-12-04 | Sujay A. Phadke | Ropeway vehicle transportation network |
| CN106924952B (en) * | 2017-04-28 | 2022-04-05 | 西安君昂教育科技有限公司 | A personnel's protection device that can change lane for expanding on equipment wire rope |
| CN107344556B (en) * | 2017-06-20 | 2018-08-24 | 中建空列（北京）科技有限公司 | Suspension cable formula track girder and suspension cable formula sky iron traffic system |
| CN107416455A (en) * | 2017-07-28 | 2017-12-01 | 象州县科学技术情报研究所 | Rope tracks automatic conveying device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1094319A (en) * | 1965-10-27 | 1967-12-06 | Sol Goldschmidt | Switch for overhead mono-rail systems |
| DE4334589A1 (en) * | 1993-10-11 | 1994-06-09 | Tom Waldemar | Aerial cableway with propulsion by motors on opposite sides of cable - is supported by columns which carry both cable and electric trolley wire from which motor current is collected |
| CN2405824Y (en) * | 2000-01-12 | 2000-11-15 | 赵忠祥 | Self-driven ropeway cab |
| CN201694190U (en) * | 2010-02-08 | 2011-01-05 | 程义强 | Ropeway locomotive |
| CN101992780A (en) * | 2009-08-25 | 2011-03-30 | 陈继勇 | Air public transportation method |
| CN202847691U (en) * | 2012-11-01 | 2013-04-03 | 陈红兵 | Cableway transportation system |
| CN203681537U (en) * | 2014-01-23 | 2014-07-02 | 马强 | Independent drive type cableway transportation system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5410556Y2 (en) * | 1971-07-16 | 1979-05-15 | ||
| JPS56112805A (en) * | 1980-02-07 | 1981-09-05 | Hitachi Cable | Selfftraveling machine for installing transmission line |
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- 2014-01-23 CN CN201410032154.9A patent/CN103738342B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1094319A (en) * | 1965-10-27 | 1967-12-06 | Sol Goldschmidt | Switch for overhead mono-rail systems |
| DE4334589A1 (en) * | 1993-10-11 | 1994-06-09 | Tom Waldemar | Aerial cableway with propulsion by motors on opposite sides of cable - is supported by columns which carry both cable and electric trolley wire from which motor current is collected |
| CN2405824Y (en) * | 2000-01-12 | 2000-11-15 | 赵忠祥 | Self-driven ropeway cab |
| CN101992780A (en) * | 2009-08-25 | 2011-03-30 | 陈继勇 | Air public transportation method |
| CN201694190U (en) * | 2010-02-08 | 2011-01-05 | 程义强 | Ropeway locomotive |
| CN202847691U (en) * | 2012-11-01 | 2013-04-03 | 陈红兵 | Cableway transportation system |
| CN203681537U (en) * | 2014-01-23 | 2014-07-02 | 马强 | Independent drive type cableway transportation system |
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| CN103738342A (en) | 2014-04-23 |
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