WO2014091440A1 - 空间紧凑型多层公路收费站 - Google Patents
空间紧凑型多层公路收费站 Download PDFInfo
- Publication number
- WO2014091440A1 WO2014091440A1 PCT/IB2013/060849 IB2013060849W WO2014091440A1 WO 2014091440 A1 WO2014091440 A1 WO 2014091440A1 IB 2013060849 W IB2013060849 W IB 2013060849W WO 2014091440 A1 WO2014091440 A1 WO 2014091440A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- toll
- area
- channel
- fast
- shaped
- Prior art date
Links
Classifications
-
- 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
-
- 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
Definitions
- the present invention relates to the design of a multi-layer road toll station.
- the present invention relates to the layout optimization of the toll lanes of each layer of a multi-layer road toll station.
- the capacity of a toll booth is usually determined by several factors: the charging efficiency of each charging window, the number of charging channels and charging windows, and the interference factors between the various charging channels.
- ETC Electronic Toll Collection
- EP 0 282 892 A3 discloses a composite toll channel. With this configuration, it is desirable to increase the processing capacity of a toll channel through a plurality of toll gates that are parallel in parallel.
- Figure 1 shows the comparison between the single toll gate toll channel ( ⁇ and the toll gate toll channel C 2 ), where C 2 is longer than the length of d (that is, the vehicle passes C 2 More than this distance.
- Figure 2 shows a large number of vehicles passing through the toll channels of Figure 1 ( ⁇ and (: 2 ) distribution of time.
- the following car is represented by ⁇ / n+1 .
- ⁇ 1, 2, 3 ...
- the average time for the T f express train to pass c 2 does not include the need for the express train to wait for the same group of local trains.
- Another composite type toll channel is disclosed in the patent document CN 101492903A.
- the efficiency of the toll gate does not increase substantially; on the contrary, due to the congestion of the exit, it is likely that the efficiency of the two toll channels will decrease; the vehicles entering the main lane will face The shunting of multiple composite tolls can benefit from the efficiency gains brought by the parallel mechanism.
- all the single lines are queued in the main lane before entering the compound toll gate, there is a clear chance of unevenness in each double toll gate: The farther away from the main lane entrance, the more likely it is that there is an empty condition.
- a double-deck toll station as shown in Figure 3 overcomes the deficiencies of the above technical solutions.
- the two toll zones each have an independent entrance channel and a separate exit channel; the two entrance channels are parallel to each other, there is no competition conflict; the two exit channels are also parallel to each other, there is no competition conflict.
- the separation zone between the two toll zones is an S-shaped curve.
- One of the toll zones has a "bow” shape close to the capital letter “D”, and the other toll zone is surrounded by two approximately parallel "S"-shaped curves. In the present invention, it is called a "double S" shape. region.
- the size of the toll area needs to take into account the basic length necessary for each toll channel.
- L It is necessary to ensure that the waiting space before the vehicle enters the toll channel and the safe space after leaving the toll channel are reserved.
- the toll area must be able to accommodate an approximate rectangular shape with the basic length L of the single toll channel as one side, the width of the toll group as the other side, and the arcs on both sides narrowed.
- the basic area A Only this basic length L is guaranteed to ensure that the vehicle is in principle not affected by vehicles entering and leaving other toll lanes when entering and leaving a toll gate.
- the floor space of a multi-layer toll station consists of two "bow" shaped toll areas, two "double S" shaped toll areas, and the corresponding area of the fast entrance and exit channels.
- the length of the site of the entire toll station must be adapted to the number of layers of the toll booth.
- the present invention makes the following improvements.
- the charging groups in the "double S"-shaped charging area are arranged in a wrong order according to the inclination direction of the "S"-shaped boundary. This misalignment causes the individual toll passages to form an inclination of ⁇ with the vertical line of the center axis of the toll booth.
- the improved multi-layer highway toll station includes 3 to 5 charging zones in a single driving direction, including a "bow" shaped charging area, and the rest is a “double S" shaped charging area; Separated by "S" shaped fences, each toll area contains 3 to 10 side-by-side toll channels, each of which is connected to a separate express entrance channel and a separate express exit channel; The various toll channels in the double S"-shaped toll area are arranged in a row according to the oblique direction of the boundary of the toll area.
- the preferred range of this angle ⁇ is 10° ⁇ ⁇ ⁇ 45 °; the optimal solution is 30°.
- the number of layers of the toll booth is selected from 3 to 5 layers, which is an optimization based on actual conventional needs. Because each toll area has separate fast lanes and too many layers, it will consume too much valuable space.
- 3 to 10 toll lanes are arranged for each toll area, which also takes into account the matching of the overall processing capacity of each toll gate with the capacity of the fast entry and exit lanes.
- the number of toll gates can be 3-4.
- Figure 4 shows the basic area A required for a conventional charging group, which has a basic length of L; after being misaligned, it becomes the shape of Figure 5, and the basic area A is deformed to A'.
- the double S-shaped charging area in Fig. 6 must include a basic area A; and the double S-shaped charging area in Fig. 7 needs to include the basic area A' after the misplacement change ; therefore, the double S-shaped area of Fig. 7 can With less area, the portion of Ax display is the portion that is reduced relative to Figure 6.
- Figure 8 further shows the relationship between this misalignment angle ⁇ and the vertical line of the central axis of the toll booth.
- the invention also claims a method for establishing a temporary fast track in a multi-story highway toll station, the method being used to quickly establish a temporary passage when a fast entrance passage or a fast exit passage is blocked due to an accident;
- the method includes the following steps: a) determining whether the fast lane in which the accident occurred is in the immediate vicinity of another charging area or another fast lane; b) if it is in the immediate vicinity of another fast lane, the middle fence separating the two fast lanes Move to the other side of the other fast channel while changing the channel on the other side of the other fast channel to its temporary channel; if the channel on the other side is still a fast channel, repeat step b c) If it is in the immediate vicinity of another charging area, the adjacent boundary toll channel in the toll area is changed to a temporary fast track, and the boundary fence of the toll area is correspondingly retracted and
- FIG. 1 shows a single channel d tollgate comparison of charges between the charge port 2 and the double-channel charge c.
- Figure 2 shows a large number of vehicles passing through the toll lanes of Figure 1 ( ⁇ and (: 2 ) distribution of time.
- Figure 3 shows the structure of a two-tier toll station.
- Figure 4 shows the basic area A required for a conventional toll channel, with a basic length of L.
- Figure 5 shows the corresponding change in the basic area after the misalignment of the toll channel: from A to A' in Figure 4 ; the basic length is unchanged.
- Figure 6 shows a schematic diagram of the design of a "bow” shaped toll area and a "double S" shaped toll area that must contain a basic area A.
- Figure 7 shows the situation where the area of the "double S" shaped toll area is changed from A to A' and the footprint is reduced by Ax.
- Figure 8 shows the relationship between the misalignment angle ⁇ and the vertical line of the toll center's central axis 5000.
- Figure 9 is a schematic diagram of the layout of a three-tier toll station using misalignment changes.
- Figure 10 shows a schematic diagram of the fast channel changing to the temporary fast track in the immediate vicinity of the fast channel because of an accident.
- Figure 11 is an embodiment of establishing a temporary passage when an accident occurs in a three-tier toll booth.
- Figure 8 shows an embodiment in which a two-tier toll station employs a misalignment change.
- the toll groups in the "double S" shaped toll area are arranged in an angular ⁇ misalignment.
- This angle is the angle formed by the diagonal lines formed by the misplacement of the various toll lanes and the vertical line of the center axis 5000 of the toll booth.
- the choice of the angle size needs to consider the slope of the S-shaped fence, the difficulty of turning the vehicle, and the necessary area of the waiting area. After our calculation, this angle range is preferably between 10° and 45°; the preferred angle is around 30°.
- Figure 9 is an embodiment of a complete three-tier toll booth.
- the three floors on the left side of the toll booth are divided into three toll zones according to the direction of driving: "Double S" shaped toll area 21; "Bow” shaped toll area 22; "Double S” shaped toll area 23.
- the third floor on the right side of the toll station is divided into three charging areas according to the driving direction: "Double S" shaped charging area 11; "Bow” shaped charging area 12; "Double S” shaped charging area 13.
- the entrance passage of the toll zone 12 is the expressway 120; the entrance passage of the toll zone 13 is the expressway 130.
- the reason why it is called the fast track is based on two characteristics: one is that the channel is not interfered with the running conditions of vehicles entering and leaving other toll zones; the other is that the channel is at least 30% wider than the conventional lane. These two guarantees The vehicle can quickly enter or leave the fast track.
- Figure 10 shows an unexpected situation.
- the two cars entering the fast track are rear-end 999 at the entrance, causing the entrance channel 120 to be inaccessible.
- the entrance channel 120 is inaccessible.
- by changing the toll channel adjacent to the entrance passage to the temporary entrance passage 120' it is possible to enable the subsequent vehicle to enter the upper toll area without waiting for the accident to be handled, and the trouble point is cleared.
- Figure 11 shows an embodiment of a three-tier toll booth.
- the toll areas 11, 13 are located before and after the toll area 12, respectively.
- the two cars entering the fast entrance lane 130 of the toll area 13 collide, causing the channels in the fast lane 130 to be in front of and following the collision point 999 to continue to be used.
- the fence 5113 on the left side of the fast lane 130 is adjusted to become the left side fence of the fast lane 230; thus the quick exit passage 230 of the original toll area 11 becomes the temporary entrance passage 130' of the toll area 13;
- the boundary toll lane adjacent to the expressway 230 in the toll area 12 is changed to the temporary exit passage 230' of the toll area 11; accordingly, the fence 5112 separating the toll areas 11 and 12 needs to be adjusted to the left side of the temporary passage 230'.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices For Checking Fares Or Tickets At Control Points (AREA)
- Traffic Control Systems (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201380031351.2A CN104641041B (zh) | 2012-12-12 | 2013-12-12 | 空间紧凑型多层公路收费站 |
GBGB1511081.0A GB201511081D0 (en) | 2012-12-12 | 2015-06-24 | Multi-layer compact highway toll station |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNPCT/CN2012/086469 | 2012-12-12 | ||
PCT/CN2012/086469 WO2014089787A1 (en) | 2012-12-12 | 2012-12-12 | Multi-layered toll station |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2014091440A1 true WO2014091440A1 (zh) | 2014-06-19 |
Family
ID=50933702
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2012/086469 WO2014089787A1 (en) | 2012-12-12 | 2012-12-12 | Multi-layered toll station |
PCT/IB2013/060886 WO2014091451A2 (zh) | 2012-12-12 | 2013-12-12 | 容错型多层公路收费站 |
PCT/IB2013/060849 WO2014091440A1 (zh) | 2012-12-12 | 2013-12-12 | 空间紧凑型多层公路收费站 |
Family Applications Before (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2012/086469 WO2014089787A1 (en) | 2012-12-12 | 2012-12-12 | Multi-layered toll station |
PCT/IB2013/060886 WO2014091451A2 (zh) | 2012-12-12 | 2013-12-12 | 容错型多层公路收费站 |
Country Status (3)
Country | Link |
---|---|
CN (1) | CN104769185A (zh) |
GB (3) | GB201506162D0 (zh) |
WO (3) | WO2014089787A1 (zh) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4258502A (en) * | 1979-04-16 | 1981-03-31 | St Cyr Napoleon | Moving automated toll collectors |
JPH07292630A (ja) * | 1994-04-19 | 1995-11-07 | Koji Nishimori | 自動車専用道路の料金所構造 |
CN1178960A (zh) * | 1996-07-17 | 1998-04-15 | 朱守晨 | 一种道路收费口 |
JP2008031779A (ja) * | 2006-07-31 | 2008-02-14 | Atsunobu Sakamoto | 自動車道路の渋滞防止 |
CN202033807U (zh) * | 2011-05-17 | 2011-11-09 | 王铁中 | 收费公路多功能收费车道控管*** |
CN102360522A (zh) * | 2011-09-27 | 2012-02-22 | 浙江交通职业技术学院 | 一种高速公路优化控制方法 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1203392B (it) * | 1987-03-20 | 1989-02-15 | Emmanuele Rocco | Chiosco mobile,adibito ai servizi di esazione pedaggio ai caselli autostradali |
JPH09147290A (ja) * | 1995-11-22 | 1997-06-06 | Meidensha Corp | バーコードによる車両の監視および監理システム |
CN1958955A (zh) * | 2005-10-31 | 2007-05-09 | 张吉善 | 改善公路交通的方案和设施 |
KR100783019B1 (ko) * | 2007-03-02 | 2007-12-07 | (주)경동기술공사 | 유료도로의 톨게이트 배치 구조 |
CN201310078Y (zh) * | 2008-07-29 | 2009-09-16 | 李建伟 | 高速公路算盘型防撞活动护栏 |
CN101492903A (zh) * | 2008-11-18 | 2009-07-29 | 马国锦 | 高速公路进出口复合型快速通道 |
CN101581064B (zh) * | 2009-04-14 | 2011-01-05 | 燕山大学 | 分离型分道高速公路 |
-
2012
- 2012-12-12 CN CN201280073961.4A patent/CN104769185A/zh active Pending
- 2012-12-12 WO PCT/CN2012/086469 patent/WO2014089787A1/en active Application Filing
-
2013
- 2013-12-12 WO PCT/IB2013/060886 patent/WO2014091451A2/zh active Application Filing
- 2013-12-12 WO PCT/IB2013/060849 patent/WO2014091440A1/zh active Application Filing
-
2015
- 2015-04-13 GB GBGB1506162.5A patent/GB201506162D0/en not_active Ceased
- 2015-06-24 GB GBGB1511083.6A patent/GB201511083D0/en not_active Ceased
- 2015-06-24 GB GBGB1511081.0A patent/GB201511081D0/en not_active Ceased
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4258502A (en) * | 1979-04-16 | 1981-03-31 | St Cyr Napoleon | Moving automated toll collectors |
JPH07292630A (ja) * | 1994-04-19 | 1995-11-07 | Koji Nishimori | 自動車専用道路の料金所構造 |
CN1178960A (zh) * | 1996-07-17 | 1998-04-15 | 朱守晨 | 一种道路收费口 |
JP2008031779A (ja) * | 2006-07-31 | 2008-02-14 | Atsunobu Sakamoto | 自動車道路の渋滞防止 |
CN202033807U (zh) * | 2011-05-17 | 2011-11-09 | 王铁中 | 收费公路多功能收费车道控管*** |
CN102360522A (zh) * | 2011-09-27 | 2012-02-22 | 浙江交通职业技术学院 | 一种高速公路优化控制方法 |
Non-Patent Citations (1)
Title |
---|
XU, YIMIN: "The Determination of Plan Layout for Exit and Entrance of Toll Gates and Numbers of Toll Way", TIANJIN CONSTRUCTION SCIENCE AND TECHNOLOGY, vol. 2, 30 April 2001 (2001-04-30), pages 32 - 34 * |
Also Published As
Publication number | Publication date |
---|---|
GB201511083D0 (en) | 2015-08-05 |
CN104769185A (zh) | 2015-07-08 |
GB201511081D0 (en) | 2015-08-05 |
GB201506162D0 (en) | 2015-05-27 |
WO2014089787A1 (en) | 2014-06-19 |
WO2014091451A2 (zh) | 2014-06-19 |
WO2014091451A3 (zh) | 2014-08-07 |
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