CN1593997A - Railway communication system and sliding railway net - Google Patents
Railway communication system and sliding railway net Download PDFInfo
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- CN1593997A CN1593997A CN 200410026821 CN200410026821A CN1593997A CN 1593997 A CN1593997 A CN 1593997A CN 200410026821 CN200410026821 CN 200410026821 CN 200410026821 A CN200410026821 A CN 200410026821A CN 1593997 A CN1593997 A CN 1593997A
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Abstract
This invention is a rail traffic system including sliding rail net, railcars, rail stops and underlays. The stated sliding rail net is composed of rails, the underlays are to support the rails to form a certain gradient, thus the railcars can slide forward under gravity and can pull in the rail stops. The rail traffic system makes use of the gravity and runs the vehicles with zero power on the artificial downward tracks. Without any pollution, this system can save a large amount of investment and much energy and resources; with a short-period construction but a high efficiency, it doesn't require staggering the rushing peak and offers a complete solution to traffic jams, congestions, pollution in a city and accidents.
Description
[technical field]
The invention relates to a kind of Rail Transit System,, use the vehicle to realize the Rail Transit System of zero power operation especially about a kind of gravity that utilizes.
[background technology]
The land transportation of existing city mainly contains three types: ground communications, elevated railway, subway.Ground communications road occupying space is bigger, and road speed is slow, and environmental pollution is heavier; And the elevated railway construction costs is higher, is difficult for promoting, especially small and medium-sized cities.Subway need be in tunneling under the face of land because will be in underground operation, and this just needs great amount of investment, and the construction period is long.And, the maintenance among the subway operation, water-impervious, flood control, antigas, fire prevention, air-pollution control, illumination also need a large number of spending.In addition, subway system needs electric locomotive that power is provided.The light rail technology is to set up cable aloft, needs consumes energy and resource, and, locomotive be in operation and electric power in course of conveying, also need consumes energy, light rail transportation passenger, need electric power and diesel locomotive that power is provided, and make locomotive, need to consume ample resources.The vehicle density of light rail transit is limited.Though and existing city crust system cost is lower, traffic congestion, need on and off duty are avoided the peak hour, and traffic pollution is big, and traffic accident easily takes place.
[summary of the invention]
The present invention is intended to solve the above-mentioned energy, resource consumption is big, invest many, construction period length, traffic congestion, seriously polluted, easily problems such as traffic accident take place and a kind of new Rail Transit System is provided.
For achieving the above object, the invention provides a kind of Rail Transit System, comprise the sliding rail net, rail vehicle, the orbital station, and support, it is characterized in that: described sliding rail net is made of track, described support forms certain slope with rail supported, and rail vehicle utilizes terrestrial gravitation to slide in orbit, and the orbital station is used for the parking orbit car.
Rail Transit System also comprises cage lifter, is used for the bearing track car to planned orbit.
Rail Transit System as claimed in claim 2 is characterized in that: the described column that is supported for, and described track is divided into direct line and indirect route, direct line is served as theme, and indirect route is a by-pass, and main line is one-stop arrival, by-pass is that multistation arrives, and described orbital station comprises master station and substation.
Rail Transit System as claimed in claim 2, it is characterized in that: the gradient structure of described track is " U " font, its place, origin station descending grade is more than or equal to the 30 degree angles of depression, ascending slope is more than or equal to the 20 degree elevations angle before entering destination stop, behind the injection station, track is laid by 5 degree or greater than the 5 degree angles of depression.
Rail Transit System also comprises control system, and this control system comprises self brake system of rail vehicle and the blocking device between cage lifter and rail vehicle.
Track master station comprises waiting room, described cage lifter, turnover passenger passageway, parking track, garage parking, reaches the vehicle track running monitored control system.
A kind of sliding rail net of Rail Transit System comprises at least one track, and described track is supported by some supports and forms certain slope, and rail vehicle utilizes terrestrial gravitation to slide in orbit.
By automatic locking apparatus locking, after elevator rose to assigned address, elevator door was opened between rail vehicle and cage lifter, and automatic locking apparatus is removed.
Compared to the traffic system of prior art, Rail Transit System of the present invention is utilized terrestrial gravitation, by made glidepath, make the vehicle realize zero power operation, basic realization zero is polluted, and saves great amount of investment, save the energy and resource, construction period is short, and the efficient height can not cause traffic congestion, thoroughly transport solution blocks up, need not on and off duty avoiding the peak hour, thoroughly solve city traffic and pollute, stop traffic accident substantially.
[description of drawings]
Fig. 1 is the organization chart of Rail Transit System of the present invention.
Fig. 2 is the sliding rail scheme drawing of Rail Transit System.
Fig. 3 is the slide rail net scheme drawing of Rail Transit System.
Fig. 4 is the rail vehicle structural representation of Rail Transit System.
Fig. 5 is master station's structural representation of Rail Transit System.
[specific embodiment]
Please refer to Fig. 1, Rail Transit System of the present invention is made up of seven big subsystems such as sliding rail net, rail vehicle, orbital station, elevator, column, automatic guidance and monitoring and control centres.
See also sliding rail net 10 shown in Figure 2, this sliding rail net 10 is to utilize the vertical gravitation of the earth, a kind of stereo urban traffic network that need not driving dynamics, pollution-free, no traffic congestion of being made up of sliding rail (hereinafter to be referred as slide rail) line.Wherein, slide rail is meant by 10 to 20 meters of every km decline elevations, built on stilts " worker " font rail of laying.The slide rail line is divided into direct line 11 and indirect route 12.Direct line is served as theme, and indirect route is a by-pass.Main line is one-stop arrival, does not enter orbital station stop midway; By-pass is that multi-drop arrives, and meets the station to stop.The slide rail elevation can be according to the requirement of people's current density, landform, environmental landscape, line feature---such as airport, fiery orbital station, market, building etc., optimize elevation and select.
The gradient structure of slide rail is " u " font.For obtaining higher initial velocity and slow down the terminal point inertia in when brake, in 30 meters of origin station beginnings, descending grade is more than or equal to the 30 degree angles of depression; Enter preceding 30 meters of destination stop, ascending slope is more than or equal to the 20 degree elevations angle.Behind the injection station, track is laid by 5 degree or greater than the 5 degree angles of depression, after realizing brake off, and unpowered sliding.
Slide rail net 10 can be laid to the spider reticulation structure according to city layout, also can take the grid type structure, also can take starlike, i.e. radial structure (see Fig. 3 (a) respectively, (b), (c)).
Please consult Fig. 2 simultaneously, rail vehicle is circular flow.That is, slide to second master station 52,54, then, from the rising that takes a lift of second master station 52,54, slide automatically again to first master station 51,53 from first master station 51,53.
The running velocity of rail vehicle depends primarily on the gradient of slide rail line.According to the speed per hour requirement, can corresponding adjustment slide rail line ratio of slope.
After elevator arrived assigned address, elevator one side door was opened automatically.The rail vehicle brake system is removed, and rail vehicle skids off elevator along inclined plane, and continues to slide forward.
Cage lifter 30 (see figure 5)s are semi-open-type structures of opening the door in front and back.Rail vehicle 20 drives in the cage lifter 30 from garage 58 via a sliding rail 57.In the present embodiment, sliding rail 57 has certain slope, and rail vehicle 20 can slide to elevator 30 voluntarily by terrestrial gravitation.After rail vehicle 20 entered cage lifter 30 and comes to a complete stop, electromagnetic locking device (not shown) started, with rail vehicle 20 and elevator rail locking, thereby with rail vehicle 20 and elevator 30 lockings.After elevator 30 rose to assigned address, elevator door was opened, and automatic locking apparatus is removed.This electromagnetism automatic locking apparatus adopts prior art constructions.
Support post 40 (see figure 2)s can be taked various known structure such as stand alone type, double-tower type, building formula, be used for vertically supporting slide rail 11,12, make slide rail 11,12 form certain slope, like this, rail vehicle 20 relies on terrestrial gravitation to slide automatically on slide rail 11,12.
Along the city traffic arterial highway, build a support post for per 500 meters.
Track girder (not shown) is taked prefabricated gauge member, is used for horizontal support slide rail 11,12.In case damage, can be changed immediately.
Please referring again to Fig. 2, orbital station 50 is divided into master station 51,52,53,54 and some substations 55.Every km, or according to actual needs, set up a track substation 55.Per ten kilometers or 20 kilometers, set up a track master station.From 51,53 to second master station 52,54 of first master station, set up N substation 55.
Please be simultaneously with reference to shown in Figure 5, track master station 51,52,53,54 is provided with waiting room 56, cage lifter 30, turnover passenger passageway (not shown), track 57, garage parking 58, vehicle track running monitored control system (not shown).
Track substation 55 and track master station are provided with roughly the same, and just area is less, does not establish garage parking 58 and vehicle track running monitored control system.
The passenger enters waiting room 56, can adopt electronics to swipe the card registration by bus at ENTRANCE.According to the point of destination that is arrived, be one-stop through, still divide standing posture to arrive, enter the rail vehicle on main line or the by-pass respectively.
After the passenger arrived the track designation station, row was swiped the card again in the exit, to confirm the travel distance and the consumption amount of money.
The automatic guidance of Rail Transit System of the present invention comprises the content of following aspect: the manual and automatic brake arrangement of rail vehicle 20, collision avoidance radar remote control equipment (RCE), and the electromagnetic locking device of escalator and rail vehicle.
The collision avoidance radar remote control equipment (RCE) of rail vehicle 20.In service when car, radar is found preceding vehicle at a distance of closer distance, and as 20 meters, and when being in dead position, automatic brake arrangement starts, so that rail vehicle slows down or brake.
Injection station 50, brake system starts, the rail vehicle car door opening.Passenger, goods have descended closing of the door.Braking is removed, and rail vehicle enters garage parking 58 along slide rail 57 voluntarily.After rail vehicle 20 arrived the garage parking assigned address, brake system started, and prevented rail vehicle to continue to slide.
The monitoring center system of Rail Transit System of the present invention is to reach its monitoring function in the following manner:
Each rail vehicle 20 is set up a heading code.The slide rail line 11,12 per 500 meters establish a sensor, can be according to heading code, the running condition of monitoring vehicle on the read-out of monitoring and control centre at any time.
In addition, according to the information that the passenger swipes the card and imported by bus, vehicle is dispatched.The same with the monitoring and control centre of existing traffic system, the monitoring center system of Rail Transit System of the present invention also effectively trouble removal, promptly sue and labour.
Rail Transit System of the present invention is utilized the vertical gravitation of the earth, by made glidepath, makes the vehicle realize zero power operation, and energy savings, and realization greatly zero is polluted.With the energy resource consumption of minimum, obtain maximum conveying efficiency, this is the target that all traffic technique brainstrusts in the present whole world are seek assiduously.The energy is the key factor that produces environmental pollution, forms green-house effect, produces a war.What native system adopted is the less track skating technique of friction force.Rail vehicle need not consumes energy in sliding and running, also just can not produce pollution.Native system efficient height, vehicle density is not limited, can be as the winch in mine, circular flow.Native system can be regarded stream of people's automatic transport band as, can not cause traffic congestion, and thoroughly solves the city traffic pollution, stops traffic accident substantially.
Native system, except being used to solve the urban traffic blocking problem, short distance goods transport problem, the short distance that also the can be used for port and pier goods transport problem of being open to the custom.
The economy of native system is very considerable, once investment, long-term being benefited.Run duration need not to drop into a large amount of energy and resource.And, also can utilize the force of inertia generating in the downslide process, solving lighting problem in self, and provide part electric power for cage lifter in night.
Claims (10)
1. a Rail Transit System comprises the sliding rail net, rail vehicle, the orbital station, and support, it is characterized in that: described sliding rail net is made of track, described support forms certain slope with rail supported, and rail vehicle utilizes terrestrial gravitation to slide in orbit, and the orbital station is used for the parking orbit car.
2. Rail Transit System as claimed in claim 1 is characterized in that: described Rail Transit System also comprises cage lifter, is used for the bearing track car to planned orbit.
3. Rail Transit System as claimed in claim 2 is characterized in that: the described column that is supported for, and described track is divided into direct line and indirect route, direct line is served as theme, and indirect route is a by-pass, and main line is one-stop arrival, by-pass is that multistation arrives, and described orbital station comprises master station and substation.
4. Rail Transit System as claimed in claim 2, it is characterized in that: the gradient structure of described track is " U " font, its place, origin station descending grade is more than or equal to the 30 degree angles of depression, ascending slope is more than or equal to the 20 degree elevations angle before entering destination stop, behind the injection station, track is laid by 5 degree or greater than the 5 degree angles of depression.
5. Rail Transit System as claimed in claim 2 is characterized in that: described Rail Transit System also comprises control system, and this control system comprises self brake system of rail vehicle and the blocking device between cage lifter and rail vehicle.
6. Rail Transit System as claimed in claim 3 is characterized in that: described track master station comprises waiting room, described cage lifter, turnover passenger passageway, parking track, garage parking, and vehicle track running monitored control system.
7. the sliding rail net of a Rail Transit System comprises at least one track, it is characterized in that: described track is supported by some supports and forms certain slope, and rail vehicle utilizes terrestrial gravitation to slide in orbit.
8. sliding rail net as claimed in claim 7 is characterized in that: also comprise cage lifter, be used for rail vehicle is sent to planned orbit.
9. sliding rail net as claimed in claim 8, it is characterized in that: the gradient structure of described track is " U " font, its place, origin station descending grade is more than or equal to the 30 degree angles of depression, ascending slope is more than or equal to the 20 degree elevations angle before entering destination stop, behind the injection station, track is laid by 5 degree or greater than the 5 degree angles of depression.
10. sliding rail net as claimed in claim 8 is characterized in that: by automatic locking apparatus locking, after elevator rose to assigned address, elevator door was opened between described rail vehicle and cage lifter, and automatic locking apparatus is removed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410026821 CN1593997A (en) | 2004-04-08 | 2004-04-08 | Railway communication system and sliding railway net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410026821 CN1593997A (en) | 2004-04-08 | 2004-04-08 | Railway communication system and sliding railway net |
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| Publication Number | Publication Date |
|---|---|
| CN1593997A true CN1593997A (en) | 2005-03-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200410026821 Pending CN1593997A (en) | 2004-04-08 | 2004-04-08 | Railway communication system and sliding railway net |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111874010A (en) * | 2020-07-21 | 2020-11-03 | 长沙正忠科技发展有限公司 | Bamboo wood collection system that coverage is high |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111874010A (en) * | 2020-07-21 | 2020-11-03 | 长沙正忠科技发展有限公司 | Bamboo wood collection system that coverage is high |
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Open date: 20050316 |