CN108018749A - Large-scale oblique line formula charge station - Google Patents

Large-scale oblique line formula charge station Download PDF

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Publication number
CN108018749A
CN108018749A CN201810003534.8A CN201810003534A CN108018749A CN 108018749 A CN108018749 A CN 108018749A CN 201810003534 A CN201810003534 A CN 201810003534A CN 108018749 A CN108018749 A CN 108018749A
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CN
China
Prior art keywords
toll
charge station
toll collection
collection lanes
oblique line
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Granted
Application number
CN201810003534.8A
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Chinese (zh)
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CN108018749B (en
Inventor
许军
解洪兴
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Fuzhou Champions Intellectual Property Services Co Ltd
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Fuzhou Champions Intellectual Property Services Co Ltd
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Priority to CN201810003534.8A priority Critical patent/CN108018749B/en
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Publication of CN108018749B publication Critical patent/CN108018749B/en
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • G—PHYSICS
    • G07—CHECKING-DEVICES
    • G07B—TICKET-ISSUING APPARATUS; FARE-REGISTERING APPARATUS; FRANKING APPARATUS
    • G07B15/00—Arrangements or apparatus for collecting fares, tolls or entrance fees at one or more control points
    • G07B15/06—Arrangements for road pricing or congestion charging of vehicles or vehicle users, e.g. automatic toll systems

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Traffic Control Systems (AREA)
  • Devices For Checking Fares Or Tickets At Control Points (AREA)

Abstract

The present invention relates to large-scale toll station, particularly a kind of structure of the large-scale charge station of oblique line layout.Large-scale oblique line formula charge station of the present invention, all car toll collection lanes line up an oblique line side by side；All toll collection lanes are divided into several toll zones, and each toll zone corresponds to a prompt access passage and a quick exit passageway；Slanted angle φ between each toll collection lanes and the central axes of charge station meets：15°≤φ≤45°.

Description

Large-scale oblique line formula charge station
The application is the divisional application of following application：
201380031355.0(PCT/IB2013/01290)
Technical field
The present invention relates to large-scale toll station, particularly a kind of structure of the large-scale charge station of oblique line layout.This knot It is very big, it is necessary to large-scale charge station's system of unidirectional more than 30 toll collection lanes that structure is suitable for the magnitude of traffic flow.By along traffic flow The mode of direction radial direction arrangement up to dozens of toll collection lanes obtains and the completely matched charge disposal ability of the magnitude of traffic flow.
Background technology
Traditional charge station is typically designed to vertical with direction of traffic, word order form, all toll collection lanes Vehicle in face of driving into side by side.It is single except being improved using technological means such as ETC if increasing the charge disposal ability of charge station Outside the efficiency of a toll collection lanes, only increase the quantity of toll collection lanes；Increase the quantity of toll collection lanes, be typically only possible by horizontal stroke To the occupation of land width of increase charge station, to obtain the place space of bigger.This thinking is difficult under the limitation of many current conditions Try out.
PCT/CN2012/086469, and follow-up PCT/IB2013/060849 and PCT/IB2013/060886 worlds Shen It please disclose a kind of multilayer charge station structure.This structure can utilize in the case of charge station place that need not be very wide Relatively inexpensive radial space arrangement multilayer toll collection lanes, realize increasing considerably for toll collection lanes quantity, and each receipts Almost it is not interfere with each other between expense layer/charge group, independent parallel, copes with the big magnitude of traffic flow.Meanwhile by adjusting some receipts Take the direction of group, the traffic flow of tidal fluctuations, and the unidirectional flood tide traffic flow of burst can also be tackled.
Fig. 1 is the structure diagram of this three layers of charge station.The vehicle that right side travels from bottom to top will face to be distributed in three The charge group 11,12,13 of layer；Under the guiding of traffic indication board, lorry will enter charge group by prompt access passage 130 13；Part car enters charge group 12 by prompt access passage 120；Remaining car enters charge group 11.Three charges Group concurrent working, does not interfere with each other.Equally, three layers of charge group 21,22,23 on the left side are also such case.
But this sandwich construction still has these following problems：
1) quantity of the toll collection lanes of each charge group is substantially close to and usually each charge group exclusively enjoys one and quickly enters Mouth passage and an exit passageway；Thus it is difficult to the synthesis charge ability for balancing each charge group, particularly when ETC charges are logical After road is all gathered in a charge group, the disposal ability of this charge group will be significantly improved.
2) vehicle needs to turn by the deflecting of two serpentines by the process of some toll collection lanes, adds current hardly possible Degree.
3) fence is more between sandwich construction causes level, and adjustment is difficult.
4) it is difficult to the operating condition that whole charge station is understood by directly observing；It is difficult to the congestion for each charge group Situation, which is made, to be timely responded to and adjusts.
5) with the increase of the number of plies, the quantity of parallel express passway also synchronously increases with charge group, and then have compressed every The space of toll collection lanes in layer charge group.Actually in the case of the number of plies increases to necessarily, the sum of toll collection lanes starts on the contrary Reduce.
Following table illustrates toll collection lanes quantity with the increased situation of change of the number of plies.Assuming that all toll collection lanes lead to quick The width in road is the same；Each charge group only has an access road and an exit passageway.
It can be seen that：As M ≈ N/2, ∑ is maximized ∑ max.
Specifically, ∑ max=(N+1)2/ 4, when N is odd number；
∑ max=((N+1)2/ 4, -1) when N is even number.
To realize the toll collection lanes of unidirectional more than 30, during using sandwich construction, the occupation of land width (unidirectional) of charge station must It must meet following condition：
If between each layer charge group spacing be 100 meters, then the length of whole 5 layers of charge station will reach 500 meters with On.
The content of the invention
The main object of the present invention is a kind of new charge station structure of design, can easily realize accounting in limited width The target of two-way more or less a hundred toll collection lanes is disposed in ground area, the one-way charge disposal ability of charge station can be increased to 6000 / hour (is calculated) by average 30 seconds cars of single toll collection lanes.
It is a further object to provide a kind of easy flexible method to tackle tide wagon flow, and the list of burst To sharp increase wagon flow.
In addition, the local traffic that the further optimization to charge station structure can tackle burst is blocked.
Large-scale oblique line formula charge station of the present invention, the road for passing in and out charge station are unidirectional at least 3 tracks, all visitors Car toll collection lanes line up an oblique line side by side；All toll collection lanes are divided into several toll zones, and each toll zone corresponds to one Bar prompt access passage and a quick exit passageway；Slanted angle φ between each toll collection lanes and the central axes of charge station (toll collection lanes for different automobile types are respectively φSAnd φL) meet：15°≤φ≤45°；This oblique line and the axis of charge station Offset distance W and the overall width W of corresponding express passway between line2It is identical, i.e. W=W2。
Especially, when toll collection lanes are to be directed to car when middle-size and small-size vehicle, it is proposed that 30 °≤φS≤45°；When charge is logical Road is to be directed to lorry when oversize vehicle, it is proposed that 15 °≤φL≤30°.Because oversize vehicle turn round want significant difficulties some.
Brief description of the drawings
Fig. 1, a kind of multifee station of two-way three-decker.
Fig. 2, the global schematic diagram of large-scale oblique line formula charge station.
Fig. 3, the thin portion description figure of charge station.
Wherein, 10 be toll zone, and 20 be Accreditation Waiting Area, and 30 be prohibition parking area；
40 be charge subregion guiding tablet, and 50 be safety island, and 60 be dispatch control tower；
5100 be central axes on the right side of charge station, and 5200 be central axes on the left of charge station；
110 be car express passway, and 120 be ETC express passways, and 130 be lorry express passway.
Fig. 4, it is shown that the partial structurtes on the right side of charge station.
Wherein, the angle of inclination of the toll collection lanes in car toll zone 11 and 12 is φS, the receipts in lorry toll zone 13 The angle of inclination for taking passage is φL。
Fig. 5, the calculating schematic diagram of offset angle.
The relation schematic diagram of Fig. 6, offset angle and offset distance W
Fig. 7, the directions of adjustment member toll collection lanes is to adapt to the sharp increase demand of one-way traffic stream.
Fig. 8, the position of the charge subregion guiding tablet set before charge station and display content.
Fig. 9, a kind of structure diagram of parallel shifted formula charge station.
Embodiment
The present invention's is implemented with various ways.What is disclosed in the present specification is only section Example therein.It is any Other embodiments not disclosed in the present specification, as long as meeting technical characteristic described in the invention, should just obtain this The protection of invention.
Fig. 2 is the overall structure schematic diagram of the present invention.Toll zone can prolong in upper and lower both direction repeat replication as needed Stretch；Often increase a pair of of toll zone (both direction), then the width of charge station increases the width of two express passways.
Fig. 3 shows more material particulars of the present invention.
Wherein,
10 be car toll zone, and the length of toll collection lanes is about 30-40 meters in toll zone；
20 be car Accreditation Waiting Area, and the region between toll zone and prohibition parking area, can accommodate a car and wait into charge Area, or waited when sailing out of toll zone and enter exit passageway, avoid being formed in prohibition parking area and block；
30 be " banding " prohibition parking area, and it is vehicle congestion when entering and sailing out of toll collection lanes in order to prevent to set prohibition parking area； Taboo is decorated with prohibition parking area and stops tag line；It is yellow that taboo, which stops tag line, and possesses visible at night ability；
40 be charge subregion guiding tablet, and it is different that the main purpose of this guiding tablet is that the different types of vehicle of guiding enters Express passway；When certain part traffic accident occurs and causes certain express passway obstruction in charge station, guiding tablet can also be passed through Warning is made in time, and the track for guiding vehicle to be applicable in after interim adjustment；The charge subregion guiding tablet on right side spans neighbour in figure Near central axes 5100；
50 be safety island, since lorry toll zone is different with the angle of inclination of car toll zone, thus two kinds of toll zones Convergence part it is naturally vacant go out a fairshaped space.This region can build the main body bearing column or vertical of whole charge station Column group, can build dispatch control tower, can also install a stair activity, facilitate staff enter conning-tower and other Sheaf space in charge station；
60 is establish dispatch control tower on safety island, the working space of this tower should at least 5 meters above ground level with Upper, convenient observation charge station overall operation situation.Between two conning-towers, conning-tower and each traffic lights, guiding tablet all There is safe and reliable communication connection.Have at the same time with management organization of charge station (such as station master's room), traffic control center, first-aid centre Emergent high-speed communication passage, can give the live realtime graphic synchronous transfer observed on conning-tower to these mechanisms.
5100 be central axes on the right side of charge station, and 5200 be central axes on the left of charge station, they are parallel to each other.All charges are logical The angle of inclination in road is all to be weighed with central axes 5100 or 5200 for line of reference；
In this embodiment, 110 be car express passway, and 120 be ETC express passways, and 130 be lorry express passway.
Fig. 4 shows the angle of inclination of different toll zones in charge station.Wherein, the charge in car toll zone 11 and 12 is led to The angle of inclination in road is φS, the angle of inclination of the toll collection lanes in lorry toll zone 13 is φL.In figure, φS>φL；This sample prescription The bigger load truck of turning difficulty, the length of toll zone also dramatically increase.
Further, since toll zone 12 is ETC toll collection lanes, the quantity of its toll collection lanes is considerably less than manual toll collection The quantity of toll collection lanes in the toll zone 11 of (MTC-Manual Toll Collection).To prevent non-ETC vehicles to be strayed into Obstruction is produced behind toll zone 12, it is necessary to which the farthest passage of this toll zone is arranged to ETC/ (close to the passage of safety island) MTC hybrid channels, can pass through to be strayed into the non-ETC vehicles of ETC toll zones from this passage.
Fig. 5 shows the width D of offset distance W, offset angle, toll collection lanes, and toll collection lanes angle of inclination φ it Between relation.By deriving, we can draw following relationship,
W* (ctg (β)+ctg (φ)) * sin (φ)=n*D
Wherein, the quantity of toll collection lanes in the toll zone that n is covered by offset distance W；Sin () is SIN function； ctg () is tangent function.
In fact, offset distance W is a parameter relatively easily understood.By taking Fig. 6 as an example, the entirety of two groups of toll zones is partially Move the overall width W that distance W is just equal to the quick exit passageway of this two groups of toll zones2, it is,
W=W2
Fig. 7 illustrates how that the position of the separation fence 5000 in the middle part of adjustment charge station balances the car from both direction Stream.
In Fig. 7, when the wagon flow pressure in express passway 110 is bigger, it can adjust and separate fence 5000, be adjusted For 5000 '；Thus can be from opposite Reverse Charging area " borrow " several toll collection lanes.Certain passage that these are borrowed is necessary For the toll collection lanes of bidirectional variable.Two receipts can correspondingly be adjusted according to the tidal fluctuations of wagon flow by this simple adjustment Take the disposal ability in direction.
Fig. 8 shows the one group of charge subregion guiding tablet 40 (shunting direction board) set on charge station entry position, makes somebody a mere figurehead It is arranged on road.Driver can easily see prompt message above, before quick toll collection lanes are entered just Runway can be adjusted in time.
In this embodiment, the content of the charge subregion guiding tablet (shunting direction board) includes：Block of information (41,42,43) Respectively correspond to the express passway (110,120,130) in Fig. 7；And it is that a reverse outlet is logical that block of information 41 ' is then corresponding Road.When needing the passage being adjusted to opposite direction, necessary information will be correspondingly shown in block of information 41 '.
The charge station that a kind of structure is slightly different is shown in Fig. 9.Toll zone 11,12 and 13 is not just like shown by Fig. 2 Mode, form a continuous offset oblique line.Here, the straight line that each toll collection lanes in toll zone 11,12,13 are formed It is parallel with central axes 5200, and there is a small displacement in each toll zone as an entirety relative to adjacent toll zone, i.e., There are an offset distance between the straight line of adjacent toll zone；Generally form the relation that a waterfall type successively translates. This offset distance is equal to the width of a prompt access passage or a quick exit passageway.
Based on Fig. 4 it is same the reasons why, the angle of inclination of the toll collection lanes in lorry toll zone 13 is less than car charge Area, i.e. φS>φL.Optimally,
30°≤φS≤45°
15°≤φL≤30°。

Claims (7)

1. a kind of large-scale oblique line formula charge station, the road for passing in and out the charge station is at least unidirectional 3 track, and the charge station includes At least unidirectional 30 toll collection lanes, including car toll collection lanes and lorry toll collection lanes,；All car toll collection lanes are simultaneously Row line up an oblique line；All toll collection lanes are divided into several toll zones, and each toll zone corresponds to one and quickly enters Mouthful passage and a quick exit passageway, there are an angle of inclination φ between each toll collection lanes and the central axes of charge station, And meet：15°≤φ≤45°；When the toll zone is to be directed to car, the wherein angle of inclination φ of toll collection lanesSMeet： 30°≤φS≤45°；When the toll zone is to be directed to lorry, the wherein angle of inclination φ of toll collection lanesLMeet：15°≤φL ≤30°；It is characterized in that, respectively there are an Accreditation Waiting Area (20) and " banding " to prohibit outside the inlet and outlet of each passage in car toll zone Stop area (30)；The Accreditation Waiting Area can respectively accommodate a car before and after each toll collection lanes；Have in the prohibition parking area (30) Taboo stops tag line, and it is visible at night that the taboo, which stops tag line,；One piece of charge is mounted with before each bar entrance express passway Subregion guiding tablet (40), the charge subregion guiding tablet (40) is across central axes (5100) adjacent thereto, and comprising extremely A few block of information (41 ') corresponds to a reverse exit passageway.
2. large-scale oblique line formula charge station as claimed in claim 1, it is characterised in that the central axes of the oblique line and charge station it Between offset distance W and the overall width W of corresponding express passway2It is identical, i.e.,：W=W2。
3. large-scale oblique line formula charge station as claimed in claim 1, it is characterised in that the central axes of the charge station both sides (5100,5200) are connected with the car toll zone by adjustable separation fence (5000).
4. large-scale oblique line formula charge station as claimed in claim 1, it is characterised in that the angle of inclination φ of the toll collection lanesSWith Angle of inclination φLMeet：φS>φL。
5. the large-scale oblique line formula charge station as described in one of Claims 1-4, it is characterised in that in the lorry toll zone and There is a fairshaped safety island (50) between car toll zone adjacent thereto；Dispatch control is had on the safety island (50) Tower (60), the working space of the dispatch control tower are higher by least more than 5 meters of charge station ground.
6. large-scale oblique line formula charge station as claimed in claim 5, it is characterised in that the dispatch control tower (60) and charge There are emergent high-speed communication passage in station administration mechanism, traffic control center, first-aid centre, can show what is observed on conning-tower Field realtime graphic synchronous transfer gives these mechanisms.
7. large-scale oblique line formula charge station as claimed in claim 5, it is characterised in that the charge station includes ETC toll zones (12)；Toll collection lanes in the ETC toll zones close to safety island (50) are ETC/MTC hybrid channels.
CN201810003534.8A 2013-12-23 2013-12-23 Large-scale inclined line type toll station Active CN108018749B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810003534.8A CN108018749B (en) 2013-12-23 2013-12-23 Large-scale inclined line type toll station

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
PCT/IB2013/061290 WO2015097497A1 (en) 2013-12-23 2013-12-23 Large-scale toll gate with oblique lines
CN201380031355.0A CN105103199A (en) 2013-12-23 2013-12-23 Large-scale toll gate with oblique lines
CN201810003534.8A CN108018749B (en) 2013-12-23 2013-12-23 Large-scale inclined line type toll station

Related Parent Applications (1)

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CN201380031355.0A Division CN105103199A (en) 2013-12-23 2013-12-23 Large-scale toll gate with oblique lines

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CN108018749A true CN108018749A (en) 2018-05-11
CN108018749B CN108018749B (en) 2020-04-17

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CN201380031355.0A Pending CN105103199A (en) 2013-12-23 2013-12-23 Large-scale toll gate with oblique lines
CN201810003534.8A Active CN108018749B (en) 2013-12-23 2013-12-23 Large-scale inclined line type toll station
CN201810004191.7A Pending CN108038926A (en) 2013-12-23 2013-12-23 Large-scale oblique line formula charge station

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GB (2) GB201512743D0 (en)
WO (2) WO2015097497A1 (en)

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CN108951329A (en) * 2018-08-03 2018-12-07 广东工业大学 A kind of toll station
CN111270903A (en) * 2020-02-24 2020-06-12 广州沣雷交通科技股份有限公司 High-speed toll station system based on modular structure construction

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CN111270903A (en) * 2020-02-24 2020-06-12 广州沣雷交通科技股份有限公司 High-speed toll station system based on modular structure construction

Also Published As

Publication number Publication date
WO2015097670A1 (en) 2015-07-02
CN108018749B (en) 2020-04-17
GB201512747D0 (en) 2015-08-26
GB201512743D0 (en) 2015-08-26
CN108038926A (en) 2018-05-15
CN105103199A (en) 2015-11-25
WO2015097497A1 (en) 2015-07-02

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