CN101275379A - Method for traffic engineering system and facilities thereof - Google Patents
Method for traffic engineering system and facilities thereof Download PDFInfo
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- CN101275379A CN101275379A CNA2007100962266A CN200710096226A CN101275379A CN 101275379 A CN101275379 A CN 101275379A CN A2007100962266 A CNA2007100962266 A CN A2007100962266A CN 200710096226 A CN200710096226 A CN 200710096226A CN 101275379 A CN101275379 A CN 101275379A
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Abstract
A method of traffic engineering system and facilities thereof are disclosed. The invention relates to the traffic job facilities technique field. The method and the facilities built according to the method is a crossroad. A lateral direction direct lane is used to complete straight going, a lateral direction reversing lane is used to complete left-turn or right-turn; and a longitudinal lane is connected with the lateral direction reversing lane. Compared with the prior crossroads, the inventive crossroad has beneficial effects that the vehicle comes on the crossroad can directly turn left, thereby greatly reducing the crossroad cost and having quite small accommodation area.
Description
(1) technical field under
The present invention relates to traffic engineering facility technology field.
(2) background technology
Existing overpass bridge generally must be turned right earlier when desire is turned left, and turns left again.So the access bridge cost is generally too high, especially the design of bend formula makes floor space too big.
(3) summary of the invention
The object of the invention provides method and the facility that reduces overpass bridge cost floor space and reduce cost.
The technical solution adopted for the present invention to solve the technical problems is: this method and the facility of building according to this method are a kind of overpass bridges, overpass bridge be make at the crossing of the road that intersects many roads comprise horizontal track and vertical track each other grade separation by constituting, the clear height that has enough vehicles to pass through therebetween; This horizontal track is made of horizontal direct lane and horizontal commutation track, and laterally direct lane is in order to finishing craspedodrome, and the track of laterally commutating is in order to finish or to turn right; Vertically the track is connected with the track of laterally commutating at the crossing; Overpass bridge is with fully on the ground or fully at underground or partly go into underground form setting; The form setting is to be positioned at pavement of road at the bottom of the bridge of overpass bridge or above it fully on the ground; Be that the bridge floor of overpass bridge is positioned at below pavement of road or its fully in the setting of underground form; Be positioned under the pavement of road at the bottom of the bridge that partly to go into underground form setting be overpass bridge, and the bridge floor of overpass bridge be positioned at pavement of road above; Laterally the track is major trunk roads, and vertically the track is a branch road; Or vertically the track is major trunk roads, and laterally the track is a branch road; Be the direction of any appointment laterally and vertically.
Beneficial effect of the present invention: compare with existing overpass bridge, can directly turn left behind the overpass bridge on the overpass bridge of the present invention, it is minimum to reduce overpass bridge cost and floor space greatly.
(4) description of drawings
Accompanying drawing 1 and accompanying drawing 2, Fig. 3, Fig. 4, Fig. 5 are embodiment of the invention plane structure schematic diagrames.Dotted line is represented Vehicular behavior at the bottom of the bridge.
1. horizontal direct lanes among the figure, 2. the central shielding wire in horizontal track, 3. vertical track, 4. the central shielding wire in vertical track, 5. horizontal left-hand rotation (or right-hand rotation) track, 6. the vehicle of horizontal left-hand rotation (or right-hand rotation) track deposit, 7. the track of laterally commutating, 8. vertical left-hand rotation (or right-hand rotation) track, 9. (or right-hand rotation) traffic lights that vertically with laterally turn left, 10. right and left mutually changing passage, inboard pedestrian overcrossing access up and down, the track of 11. pontics (laterally direct lane or other tracks), 12. the inboard cross walk in the track of pontic (laterally direct lane or other tracks), 13. the shared cross walk of pontic central authorities divides about the 14. pontic both sides and uses cross walk, Stilt layer track on 15. sidewalks or the bicycle, (16. in the left-hand rotation) ramp, shared layer about in the of 17..
(5) specific embodiment
Below in conjunction with drawings and Examples, the present invention is further described in detail.
Embodiment one, this method of the present invention and the facility of building according to this method are a kind of overpass bridges, this method and the facility of building according to this method are a kind of overpass bridges, method for traffic engineering system and its facility, and method and the facility of building according to method are a kind of overpass bridges; Overpass bridge be make at the crossing of the road that intersects many roads comprise horizontal track and vertical track each other grade separation by constituting, the clear height that has enough vehicles to pass through therebetween; It is characterized in that horizontal track is made of horizontal direct lane [1] and horizontal commutation track [7], laterally direct lane [1] is in order to finishing craspedodrome, and the track of laterally commutating [7] are in order to finish or to turn right; Vertically track [3] is connected with the track [7] of laterally commutating at the crossing; Overpass bridge is with fully on the ground or fully at underground or partly go into underground form setting; The form setting is to be positioned at pavement of road at the bottom of the bridge of overpass bridge or above it fully on the ground; Be that the bridge floor of overpass bridge is positioned at below pavement of road or its fully in the setting of underground form; Be positioned under the pavement of road at the bottom of the bridge that partly to go into underground form setting be overpass bridge, and the bridge floor of overpass bridge be positioned at pavement of road above; Laterally the track is major trunk roads, and vertically the track is a branch road; Or vertically the track is major trunk roads, and laterally the track is a branch road; Be the direction of any appointment laterally and vertically.
This example of the present invention is a most preferred embodiment.Laterally direct lane [1] (is for example seen also shown in accompanying drawing 1 and accompanying drawing 2, accompanying drawing 3, the accompanying drawing 4 in its both sides by horizontal commutation track [7] separation.So make things convenient for vehicle to stride across horizontal track central authorities' shielding wires [2] and arrive for example left side of opposite side); Laterally direct lane [1] is crossed over vertical track [3] and is positioned on it.
Embodiment two, this example laterally direct lane [1] will laterally commutate track [7] separate in its both sides or laterally direct lane [1] separate in its both sides by horizontal commutation track [7]; Horizontal direct lane [1] crosses over vertical track [3] or horizontal direct lane [1] is crossed in vertical track [3].
Embodiment three, and this example is (for example please respectively referring to shown in accompanying drawing 1 and the accompanying drawing 2.) vertical track [3] of overpass bridge or the track [7] of laterally commutating all be by traffic lights or other any non-grade separation modes with so that come to or the whereabouts vehicle alternately finish and keep straight on or keep to the right regular infralevoversion or keep to the left regular infradextroversion in order to finish; Overpass bridge has horizontal left-hand rotation (or right-hand rotation) track [5] or vertically turn left (or right-hand rotation) track [8]; Finish and keep to the right regular infralevoversion or keep to the left regular infradextroversion; Be that the vehicle [6] of upper laterally the turning left of horizontal left-hand rotation (or turn right) track [5] (or right-hand rotation) track deposit is finished when keeping straight on by the vehicle of the upper end in vertical track [3] and kept to the right regular infralevoversion or keep to the left regular infradextroversion, the horizontal Through Lane [1] of a relative end will wait then that use is finished when the vehicle of (or right-hand rotation) is transferred in advance (or right-hand rotation) track [5] the upper deposit that laterally turns left in horizontal commutation track [7] and treated the vehicle craspedodrome of the upper other end in vertical track [3] keeps to the right regular infralevoversion or keep to the left regular infradextroversion.
Embodiment four, and this example is (for example please respectively referring to shown in the accompanying drawing 3.) have right and left mutually changing passage [10] on vertical track [3] of overpass bridge, be by right and left mutually changing passage [10] or other any grade separation modes with so that come to or the whereabouts vehicle directly finish craspedodrome, the interexchange channel of track, the left and right sides is with overline bridge or underground passage or other any grade separation form formations, the clear height that has enough vehicles to pass through therebetween, or with traffic lights or other any non-grade separation form formations, or with other any forms formations, track, the left and right sides interexchange channel that overline bridge or underground passage or other any grade separation forms constitute is that track central authorities isolated column both sides vehicle is transformed into opposite side by track central authorities isolated column position one side; Vertical track [3] of overpass bridge in order to finish keep to the right regular infralevoversion or laterally the track in order to finish the regular infralevoversion of keeping to the right by vertically carrying out with laterally [9] turn left (or right-hand rotation) traffic lights [9] or other any non-grade separation modes.
Embodiment five, and this example is (for example please respectively referring to shown in the accompanying drawing 4.) have right and left mutually changing passage [10] on vertical track [3] of overpass bridge, laterally the laterally commutation track [7] in track or horizontal track also has right and left mutually changing passage [10], the interexchange channel of track, the left and right sides is with overline bridge or underground passage or other any grade separation form formations, the clear height that has enough vehicles to pass through therebetween, or with traffic lights or other any non-grade separation form formations, or with other any forms formations, track, the left and right sides interexchange channel that overline bridge or underground passage or other any grade separation forms constitute is that track central authorities isolated column both sides vehicle is transformed into opposite side by track central authorities isolated column position one side; Vertically track [3] be by right and left mutually changing passage [10] or other any grade separation modes with so that to or the whereabouts vehicle directly finish craspedodrome; Vertical track [3] of overpass bridge in order to finish keep to the right regular infralevoversion or laterally the track undertaken by right and left mutually changing passage [10] or other any grade separation modes in order to finish the regular infralevoversion of keeping to the right.
Embodiment six, and this example is (for example please respectively referring to shown in accompanying drawing 1 and accompanying drawing 2, accompanying drawing 3, the accompanying drawing 4.) pontic of overpass bridge has cross walk; The cross walk of pontic is to divide with cross walk [14] to constitute the pontic inboard is by the shared cross walk [13] of track (laterally direct lane or other tracks) the inboard cross walk [12] of inboard pedestrian overcrossing access [11] up and down, the track of pontic (laterally direct lane or other tracks) and pontic or pontic central authorities (for example building the bridge pier place in) or pontic both sides about.
Embodiment seven, and the cross walk of this routine pontic is track (laterally direct lane or other tracks) outer rim track (laterally direct lane or other tracks) the outer rim cross walk formation of pedestrian overcrossing access and pontic up and down at pontic.
Embodiment eight, and the pontic of this routine overpass bridge has or do not have cross walk, and the cross walk of pontic is to constitute in any form.
Embodiment nine, (this example is asked for an interview Fig. 5) vertically has right and left mutually changing passage [10] on the track [3], the laterally commutation track [7] in described horizontal track or described horizontal track also has right and left mutually changing passage [10], the interexchange channel of track, the left and right sides is with overline bridge or underground passage or other any grade separation form formations, the clear height that has enough vehicles to pass through therebetween, or with traffic lights or other any non-grade separation form formations, or with other any forms formations, track, the left and right sides interexchange channel that overline bridge or underground passage or other any grade separation forms constitute is that track central authorities isolated column both sides vehicle is transformed into opposite side by track central authorities isolated column position one side; Vertically track [3] be by right and left mutually changing passage [10] or other any grade separation modes with so that to or the whereabouts vehicle directly finish craspedodrome; Vertical track [3] of overpass bridge in order to finish keep to the right regular infralevoversion or laterally the track undertaken by right and left mutually changing passage [10] or other any grade separation modes in order to finish the regular infralevoversion of keeping to the right; Laterally commutation track [7] is by Stilt layer track [15] on sidewalk or the bicycle or shared layer [17] or other any form tracks constitute up and down.
Claims (10)
1. method for traffic engineering system and its facility, described method and the facility of building according to described method are a kind of overpass bridges; Described overpass bridge be make at the crossing of the road that intersects many roads comprise horizontal track and vertical track each other grade separation by constituting, the clear height that has enough vehicles to pass through therebetween; It is characterized in that described horizontal track is made of horizontal direct lane [1] and horizontal commutation track [7], described horizontal direct lane [1] is in order to finishing craspedodrome, and described horizontal commutation track [7] is in order to finish or to turn right; Described vertical track [3] is connected with described horizontal commutation track [7] at described crossing; Described overpass bridge is with fully on the ground or fully at underground or partly go into underground form setting; The setting of described form fully on the ground is to be positioned at described pavement of road at the bottom of the bridge of described overpass bridge or above it; Described is that the bridge floor of described overpass bridge is positioned at below described pavement of road or its in the setting of underground form fully; Be positioned under the described pavement of road at the bottom of the described bridge that partly to go into underground form setting be described overpass bridge, and the bridge floor of described overpass bridge be positioned at described pavement of road above; Described horizontal track is major trunk roads, and described vertical track is a branch road; Or described vertical track is major trunk roads, and described horizontal track is a branch road; Described is the direction of any appointment laterally and vertically.
2. in accordance with the method for claim 1 and facility, it is characterized in that described horizontal direct lane [1] separated in its both sides by described horizontal commutation track [7]; Described horizontal direct lane [1] is crossed over described vertical track [3] and is positioned on it.
3. in accordance with the method for claim 1 and facility, it is characterized in that described horizontal direct lane [1] is separated described horizontal commutation track [7] in its both sides or described horizontal direct lane [1] is separated in its both sides by described horizontal commutation track [7]; Described horizontal direct lane [1] crosses over described vertical track [3] or described horizontal direct lane [1] is crossed in described vertical track [3].
4. according to claim 1 or 2,3 described method and facilities thereof, it is characterized in that the described vertical track [3] of described overpass bridge or the track [7] of laterally commutating all be by traffic lights or other any non-grade separation modes with so that come to or the whereabouts vehicle alternately finish and keep straight on or keep to the right regular infralevoversion or keep to the left regular infradextroversion in order to finish; Described overpass bridge has horizontal left-hand rotation (or right-hand rotation) track [5] or vertically turn left (or right-hand rotation) track [8]; Described finishing kept to the right regular infralevoversion or kept to the left regular infradextroversion; Be that the vehicle [6] of upper laterally the turning left of described horizontal left-hand rotation (or turn right) track [5] (or right-hand rotation) track deposit is finished when keeping straight on by the vehicle of the upper end in described vertical track [3] and kept to the right regular infralevoversion or keep to the left regular infradextroversion, the described horizontal Through Lane [1] of a relative end will wait then that use is finished when the vehicle of (or right-hand rotation) is transferred in advance the upper deposit of the described horizontal left-hand rotation in described horizontal commutation track [7] (or right-hand rotation) track [5] and treated that the vehicle of the upper other end in described vertical track [3] is kept straight on keeps to the right regular infralevoversion or keep to the left regular infradextroversion.
5. according to claim 1 or 2,3 described method and facilities thereof, it is characterized in that having right and left mutually changing passage [10] on described vertical track [3] of described overpass bridge, be by right and left mutually changing passage [10] or other any grade separation modes with so that come to or the whereabouts vehicle directly finish craspedodrome, the track interexchange channel of the described left and right sides is with overline bridge or underground passage or other any grade separation form formations, the clear height that has enough vehicles to pass through therebetween, or with traffic lights or other any non-grade separation form formations, or with other any forms formations, the described left and right sides track interexchange channel that described overline bridge or underground passage or other any grade separation forms constitute is that track central authorities isolated column both sides vehicle is transformed into opposite side by track central authorities isolated column position one side; Described vertical track [3] of described overpass bridge is in order to finish keep to the right regular infralevoversion or described horizontal track in order to finish the regular infralevoversion of keeping to the right by vertically carrying out with laterally [9] turn left (or right-hand rotation) traffic lights [9] or other any non-grade separation modes.
6. according to claim 1 or 2,3 described method and facilities thereof, it is characterized in that having right and left mutually changing passage [10] on described vertical track [3] of described overpass bridge, the described horizontal commutation track [7] in described horizontal track or described horizontal track also has right and left mutually changing passage [10], the track interexchange channel of the described left and right sides is with overline bridge or underground passage or other any grade separation form formations, the clear height that has enough vehicles to pass through therebetween, or with traffic lights or other any non-grade separation form formations, or with other any forms formations, the described left and right sides track interexchange channel that described overline bridge or underground passage or other any grade separation forms constitute is that track central authorities isolated column both sides vehicle is transformed into opposite side by track central authorities isolated column position one side; Described vertical track [3] be by right and left mutually changing passage [10] or other any grade separation modes with so that come to or the whereabouts vehicle directly finish craspedodrome; Described vertical track [3] of described overpass bridge is undertaken by right and left mutually changing passage [10] or other any grade separation modes in order to finish the regular infralevoversion of keeping to the right in order to finish keep to the right regular infralevoversion or described horizontal track.
7. according to claim 1 or 2,3 described method and facilities thereof, it is characterized in that having right and left mutually changing passage [10] on described vertical track [3] of described overpass bridge, the described horizontal commutation track [7] in described horizontal track or described horizontal track also has right and left mutually changing passage [10], the track interexchange channel of the described left and right sides is with overline bridge or underground passage or other any grade separation form formations, the clear height that has enough vehicles to pass through therebetween, or with traffic lights or other any non-grade separation form formations, or with other any forms formations, the described left and right sides track interexchange channel that described overline bridge or underground passage or other any grade separation forms constitute is that track central authorities isolated column both sides vehicle is transformed into opposite side by track central authorities isolated column position one side; Described vertical track [3] be by right and left mutually changing passage [10] or other any grade separation modes with so that come to or the whereabouts vehicle directly finish craspedodrome; Described vertical track [3] of described overpass bridge is undertaken by right and left mutually changing passage [10] or other any grade separation modes in order to finish the regular infralevoversion of keeping to the right in order to finish keep to the right regular infralevoversion or described horizontal track; Described horizontal commutation track [7] is by the Stilt layer track [15] or levels track common location [17] or other any form tracks formation that are arranged on sidewalk or the nonmotorized vehicle lane.
8. according to claim 1 or 2,3,4,5, described method and facility thereof, it is characterized in that the pontic of described overpass bridge has cross walk; The cross walk of described pontic is to divide with cross walk [14] to constitute described pontic inboard is by the shared cross walk [13] of track (laterally direct lane or other tracks) the inboard cross walk [12] of inboard pedestrian overcrossing access [11] up and down, the track of pontic (laterally direct lane or other tracks) and pontic or pontic central authorities or pontic both sides about.
9. according to claim 1 or 2,3,4,5, described method and facility thereof, the cross walk that it is characterized in that described pontic is (laterally direct lane or other tracks) outer rim track (laterally direct lane or other tracks) outer rim cross walk formation of pedestrian overcrossing access and pontic up and down in the track of described pontic.
10. according to claim 1 or 2,3,4,5, described method and facility thereof, it is characterized in that the pontic of described overpass bridge has or do not have cross walk, the cross walk of described pontic is to constitute in any form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100962266A CN101275379A (en) | 2007-04-01 | 2007-04-01 | Method for traffic engineering system and facilities thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100962266A CN101275379A (en) | 2007-04-01 | 2007-04-01 | Method for traffic engineering system and facilities thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101275379A true CN101275379A (en) | 2008-10-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007100962266A Pending CN101275379A (en) | 2007-04-01 | 2007-04-01 | Method for traffic engineering system and facilities thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101275379A (en) |
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2007
- 2007-04-01 CN CNA2007100962266A patent/CN101275379A/en active Pending
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Open date: 20081001 |