WO2014007788A1 - Échangeur routier - Google Patents

Échangeur routier Download PDF

Info

Publication number
WO2014007788A1
WO2014007788A1 PCT/UA2013/000063 UA2013000063W WO2014007788A1 WO 2014007788 A1 WO2014007788 A1 WO 2014007788A1 UA 2013000063 W UA2013000063 W UA 2013000063W WO 2014007788 A1 WO2014007788 A1 WO 2014007788A1
Authority
WO
WIPO (PCT)
Prior art keywords
level
lanes
traffic
road
transverse
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/UA2013/000063
Other languages
English (en)
Russian (ru)
Inventor
Юрий Владимирович МОСКОВЧЕНКО
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of WO2014007788A1 publication Critical patent/WO2014007788A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/04Road crossings on different levels; Interconnections between roads on different levels

Definitions

  • the utility model relates to construction, in particular to
  • a patent is also known for the utility model “Transport Interchange (JVe 99007, IPC E01 C 1/04 dated 03/01/2010, the Russian Federation), in which the intersection of roads is made at three levels.
  • the third level is located above the second level bridge, made in the form of a platform for turning vehicles and has races and exits to ground level. Traffic on the site with arrivals and exits is similar to traffic at the intersection of one level with a circular passage, in which vehicles already on the ring compete with those entering it, and stopping by - with a driver.
  • the last drawback is typical for the intersection of the type of “Clover leaf”.
  • the node has a traffic-free zone that can be used for development as a parking, commercial center, etc.
  • this solution has the disadvantages of the previous one. With through traffic and left turns, you must first enter the overpass, and then move out of it. This excludes public transportation
  • the objective of the proposed utility model is to simplify the design of the transport hub, to provide through and turn the public electric transport through it without changing the level of movement and increase the high throughput the capabilities of the unit while ensuring the safety of all road users.
  • the cross road runs in tunnels at the lower level and is also well suited for vehicles and can be used
  • annular chamber at the lower level increases the area for maneuvers and the entrance of special vehicles, this is especially important in case of accidents.
  • the location of the underground pedestrian crossings along the tunnels and under the lanes for right and / or left turns ensures the intersection of any road in safe conditions. It is also convenient that they are all on the same lower level and are connected to
  • FIG. 2 shows a T-junction with a right turn of electric transport from the adjacent road to the through.
  • Fig. 3 shows a T-junction with a left turn of electric transport from the adjacent road to the through.
  • Figure 4 shows a T-junction when driving electric vehicles on a curved road.
  • Figure 5 shows the underpass along the tunnel.
  • the underground lanes are indicated by a dashed line, and the ground by a solid line.
  • the intersection (Fig. 1) has a through road A of the upper level and a transverse road B through it to the lower level. On all roads, when approaching the intersection, there are 1 -4 right-turn lanes. Oncoming lanes 5 and 6 of road A of the upper level bypass the central zone 7, free from traffic, each on the right side. The through road B runs at the lower level, and its oncoming lanes 8 and 9 also bypass the central zone 7 on the right side. For left turns, the oncoming lanes 5 and 6 of road A have branches 10 and 1 1, which are connected to the lower level by inclined ramps 1 2 and 13. Transverse road B also has branches 14 and 15 for a left turn, which go through the inclined ramps 16 and 1 7 to the upper level.
  • All left turns 10 and 1 1 of road A and left turns 14 and 15 of road B are shown as branches of the through lanes 5, 6 or 8 and 9. Their allocation into independent lanes from the through and their number should be determined taking into account the specific weight of each of the directions in these flows when you bookmark the transport node.
  • the traffic intersection has underground passages of 1–8–21 under the lanes for a free right turn of 1–4; these crossings are associated with underground passages along tunnels. Their device and
  • Figure 2 shows a T-junction formed by the adjacent road A of the upper level and the transverse through road B of the lower level.
  • the through traffic on the oncoming lanes 8 and 9 of the road B to the lower level bypasses the central zone 7. It has only one free right turn 3, because there is no need for the second.
  • the adjoining road A of the upper level does not have through traffic, it has only a right turn 4 for cars and electric vehicles (indicated by a line with transverse risks) and a left turn 1 1, which the inclined exit 12 is connected to the lower level road B and adjoins the lane 22.
  • the oncoming left-hand turn of auto and electric transport takes place on lane 23. Passage of vehicles on lanes 23 of the upper level and left turn 1 5 from lane 8
  • Fig. 3 shows a T-junction with a left turn of public electric transport from the adjacent upper level road A to the lower level through road B.
  • the oncoming lanes 8 and 9 of the road B bypass the central zone 7 from different sides, and the left turn 1 5 of the lane 8 through the inclined exit 1 7 goes to the upper level.
  • the road A of the upper level has a free right turn 4 and a left turn 24, through which auto and electric vehicles can pass without changing the level, indicated by a line with transverse risks.
  • Oncoming traffic on the right turn 3 from the road B is also carried out unhindered at the same level.
  • Underpasses 19, 20 and 25 are arranged under right turns 3 and 4 and left turn 24, as well as along tunnels 8 and 9, their location is shown in Fig.5.
  • Figure 4 shows a T-junction with a through
  • the trajectory is indicated by a line with transverse lines.
  • Oncoming lanes 5 and 6 bypass the central zone 7 from different sides and there is one right turn 4 and a left turn 10, which is connected through the inclined exit 13 to the lower level.
  • Lanes 8 and 9 of road B are laid in tunnels and do not intersect with lanes 5 and 6 of road A of the upper level. Under the right turns 3 and 4 are located
  • FIG. 5 shows the underground passage 28 along the outer wall of the tunnel 29 with the emergency exit 30 connecting them.
  • the proposed transport interchange has a fairly simple structural solution, and the complexity of its creation is comparable to the cost of building the foundation of a 5-storey panel building. For nodes with three and four roads connected, the issue of travel of urban public electric transport without changing the level of traffic has been resolved.
  • the transport hub

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
PCT/UA2013/000063 2012-07-06 2013-06-17 Échangeur routier Ceased WO2014007788A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
UAU201208296 2012-07-06
UAU201208296U UA77281U (en) 2012-07-06 2012-07-06 Traffic interchange

Publications (1)

Publication Number Publication Date
WO2014007788A1 true WO2014007788A1 (fr) 2014-01-09

Family

ID=49882370

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/UA2013/000063 Ceased WO2014007788A1 (fr) 2012-07-06 2013-06-17 Échangeur routier

Country Status (2)

Country Link
UA (1) UA77281U (fr)
WO (1) WO2014007788A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652207A (zh) * 2015-02-13 2015-05-27 陈红印 双向六车道路口快速通行桥
CN104947559A (zh) * 2015-06-25 2015-09-30 陈红印 双向两车道路口快速通行桥
WO2016061902A1 (fr) * 2014-10-19 2016-04-28 邢杰 Procédé de détournement de trafic et système pour croisement
WO2016112748A1 (fr) * 2015-01-12 2016-07-21 王建山 Système intégré de division de voies en spirale par chevauchement et de stationnement.

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005264581A (ja) * 2004-03-19 2005-09-29 Tsukinada Kensetsu Kk ロータリー併設式道路立体交差構造
RU104561U1 (ru) * 2011-01-31 2011-05-20 Александр Константинович Сидоров Автотранспортная дорожная развязка в стесненных городских условиях

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005264581A (ja) * 2004-03-19 2005-09-29 Tsukinada Kensetsu Kk ロータリー併設式道路立体交差構造
RU104561U1 (ru) * 2011-01-31 2011-05-20 Александр Константинович Сидоров Автотранспортная дорожная развязка в стесненных городских условиях

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
MILASHECHKIN A. A. ET AL.: "Uzly avtomobilnykh dorog.", IZDATELSTVO TRANSPORT, 1966, MOSKVA, pages 345 - 346 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016061902A1 (fr) * 2014-10-19 2016-04-28 邢杰 Procédé de détournement de trafic et système pour croisement
WO2016112748A1 (fr) * 2015-01-12 2016-07-21 王建山 Système intégré de division de voies en spirale par chevauchement et de stationnement.
CN104652207A (zh) * 2015-02-13 2015-05-27 陈红印 双向六车道路口快速通行桥
CN104947559A (zh) * 2015-06-25 2015-09-30 陈红印 双向两车道路口快速通行桥

Also Published As

Publication number Publication date
UA77281U (en) 2013-02-11

Similar Documents

Publication Publication Date Title
JP6093871B2 (ja) 都市交差路構造
WO2005031069A1 (fr) Systeme routier urbain d'echangeur complet et sa methode d'utilisation par le trafic
RU2350708C2 (ru) Дорожная развязка
CN103938511A (zh) 适用于城市十字路口的立交桥及其通行控制方法
US2946267A (en) Traffic intersection
Li et al. Study on flow direction changing method of reversible lanes on urban arterial roadways in China
WO2014007788A1 (fr) Échangeur routier
CN100557130C (zh) 鱼钩型回转式道路全向立交桥
CN102979019A (zh) 主、支干道交叉路口行人、车辆无障碍组合式立交桥
US3406616A (en) Bridge and traffic system
CN103161108A (zh) 一种交叉路口桥
CN103161107A (zh) 一种公路路口桥
CN105951549A (zh) 一种多功能十字立交桥
WO2021036902A1 (fr) Pont de passage supérieur à échangeur
CN108286213A (zh) 三合一立交桥
CN202913322U (zh) T字路口行人、车辆无障碍组合式立交桥
CN102747657B (zh) T字路口行人、车辆无障碍组合式立交桥
CN105002796A (zh) 十字路口无红灯单层立交桥
CN204728155U (zh) 一种左转制单层桥六机动车车道十字路口
CN104947558B (zh) 丁字路口桥下回转式二层面全互通立交桥
CN107630394A (zh) 一种组装式无灯丁字路口立交桥
CN103526661A (zh) 三岔路口单层全能立交桥
CN201268814Y (zh) 城市多路口双层无障碍立交桥
RU96576U1 (ru) Транспортная развязка
CN104404848B (zh) 一种多功能立交桥

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 13813219

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 12.05.2015)

122 Ep: pct application non-entry in european phase

Ref document number: 13813219

Country of ref document: EP

Kind code of ref document: A1